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A-1 Appendix A Steel Bridge Design Data Appendix A contains bridge configuration, design data, and SLG demand/rating data for all simple-span, two-, and three-span continuous steel multi-girder bridge samples. A.1 Simple Span Steel................................................................................................................................ A-2 A.1.1 Bridge Configuration (Sampled Parameters) ........................................................................... A-2 A.1.2 Section Dimensions.................................................................................................................. A-8 A.1.3 Strength I Flexure â SLG Demands and Ratings ..................................................................... A-13 A.1.4 Strength I Shear â SLG Demands and Ratings........................................................................ A-18 A.1.5 Service II â SLG Demands and Ratings ................................................................................... A-23 A.2 Two-Span Continuous Steel .............................................................................................................. A-28 A.2.1 Bridge Configuration (Sampled Parameters) ......................................................................... A-28 A.2.2 Section Dimensions................................................................................................................ A-33 A.2.3 Strength I Flexure â SLG Demands and Ratings ..................................................................... A-38 A.2.4 Strength I Shear â SLG Demands and Ratings........................................................................ A-48 A.2.5 Service II â SLG Demands and Ratings ................................................................................... A-53 A.3 Three-Span Continuous Steel ........................................................................................................... A-63 A.3.1 Bridge Configuration (Sampled Parameters) ......................................................................... A-63 A.3.2 Section Dimensions................................................................................................................ A-68 A.3.3 Strength I Flexure â SLG Demands & Rating .......................................................................... A-73 A.3.4 Strength I Shear â SLG Demands and Ratings........................................................................ A-83 A.3.5 Service II â SLG Demands and Ratings ................................................................................... A-88
A-2 A.1 Simple Span Steel A.1.1 Bridge Configuration (Sampled Parameters) Figure 1 - Plot matrix of sampled parameters for single-span steel suites 1 and 2. Table 1 - Sampled parameters for single-span steel suite 1. Bridge ID Span Length [in.] Width [in.] Skew [deg.] Span-to- Depth Girder Spacing [in.] Steel_1_1_1 1026.85 736.76 15.3 26.69 110.78 Steel_1_1_2 558.66 538.61 6.97 25.44 91.88 Steel_1_1_3 1261.27 487.79 48.1 24.42 108.08 Steel_1_1_4 1700.82 818.41 4.39 20.19 126.23 Steel_1_1_5 1883.79 641.06 26.39 28.52 124.66 Steel_1_1_6 1297.84 731.09 45.2 20.99 83.9 Steel_1_1_7 708.88 556.73 26.99 25.4 109.62 Steel_1_1_8 1678.23 645.82 30.95 26.89 138.06 Steel_1_1_9 1774.49 656.92 53.71 28.61 115.6 Steel_1_1_10 654.69 686.31 30.34 29.12 97.81 Steel_1_1_11 1914.48 456.24 17.11 23.08 87.78 Steel_1_1_12 508.12 693.49 0 26.49 99.97 Steel_1_1_13 1053.41 773.19 44.63 25.71 140.39 Steel_1_1_14 1104.77 439.42 38.76 26.51 87.1 Steel_1_1_15 957.42 636.76 39.27 26.71 116.65 Steel_1_1_16 1161.28 779.92 9.3 23.22 107.76 Steel_1_1_17 1900.29 541.21 49.52 29.45 137.2 Steel_1_1_18 689.22 477.94 22.03 25.27 64.27 Steel_1_1_19 1844.02 520.9 19.46 27.73 103.32
A-3 Steel_1_1_20 733.55 833.94 35.82 22.65 79.54 Steel_1_1_21 1341.1 472.19 32.06 29.79 77.47 Steel_1_1_22 822.88 609.64 1.6 22.99 142.93 Steel_1_1_23 1356.8 832.5 40.88 25.09 73.31 Steel_1_1_24 573.61 722.33 3.64 21.79 94.3 Steel_1_1_25 1027.28 629.86 46.84 24 119.03 Steel_1_1_26 1090.26 677.42 14.26 23.69 93.53 Steel_1_1_27 1833.6 773.3 52.72 20.83 106.32 Steel_1_1_28 863.34 602.69 24.23 27.37 126.95 Steel_1_1_29 525.19 789.81 16.68 23.53 70.95 Steel_1_1_30 1200.45 824.49 43.29 21.91 74.28 Steel_1_1_31 541.97 599.55 10.38 20.07 62.74 Steel_1_1_32 804.36 494.55 54.65 25.57 76.49 Steel_1_1_33 1254.59 750.27 42.89 24.96 74.63 Steel_1_1_34 850.16 861.27 20.42 26.15 75.59 Steel_1_1_35 990.55 800.85 28.12 29.29 89.15 Steel_1_1_36 1226.87 530.76 36.72 28.72 82.95 Steel_1_1_37 1663.15 594.92 6.32 23.18 104.19 Steel_1_1_38 833.51 614.32 33.9 27.03 121.85 Steel_1_1_39 1714.72 652.58 55.7 24.65 142.02 Steel_1_1_40 873.36 827.48 23.62 23.87 89.78 Steel_1_1_41 1175.67 805.89 25.44 20.7 130.04 Steel_1_1_42 1465.22 465.93 58.86 24.22 67.92 Steel_1_1_43 1286.06 585.07 2.83 27.88 80.35 Steel_1_1_44 1074.99 442.05 17.62 29.37 66.06 Steel_1_1_45 1459.11 699.42 1.19 29.94 135.98 Steel_1_1_46 1864.2 809.63 39.69 21.03 108.94 Steel_1_1_47 1508.65 633.36 10.02 23.32 141.3 Steel_1_1_48 779.49 678.62 12.77 22.29 115.04 Steel_1_1_49 925.63 619.34 46.13 22.88 111.9 Steel_1_1_50 1484.56 563.94 8.52 25.98 143.72 Steel_1_1_51 794.71 843.41 40.47 24.32 101.6 Steel_1_1_52 1327.61 760.78 59.86 25.7 133.97 Steel_1_1_53 1639.66 756.7 8.23 24.19 97.21 Steel_1_1_54 592.62 525.06 42.23 29.7 61.04 Steel_1_1_55 1432.79 672.19 5.35 26.39 67.44 Steel_1_1_56 1660.35 796.5 11.5 21.41 133.54 Steel_1_1_57 1624.83 716.38 13.78 28.07 129.21 Steel_1_1_58 1849.35 508.86 5.44 24.83 102.58 Steel_1_1_59 1568.51 741.57 12.51 20.47 71.79 Steel_1_1_60 899.03 743.75 55.88 27.47 120.13 Steel_1_1_61 1539.17 719.5 7.61 22.04 92.42 Steel_1_1_62 740.49 448.78 19.89 29.07 125.16 Steel_1_1_63 1123.49 498.39 36.27 29.81 131.45
A-4 Steel_1_1_64 488.91 784.84 46.42 21.35 68.4 Steel_1_1_65 1363.98 516.23 52.86 22.39 105.84 Steel_1_1_66 1742.54 766.43 52.15 24.59 138.95 Steel_1_1_67 1757.23 535 24.75 28.97 70.45 Steel_1_1_68 1307.28 549.11 57.26 23.41 81.23 Steel_1_1_69 510.32 855.23 37.91 20.38 131.13 Steel_1_1_70 640.84 588.63 29.99 28.17 139 Steel_1_1_71 1499.63 558.43 15.62 27.25 82.05 Steel_1_1_72 1186.07 704.6 31.66 21.53 86.72 Steel_1_1_73 954.77 605.39 34.55 22.12 64.14 Steel_1_1_74 1808.81 575.7 27.17 27.93 95.94 Steel_1_1_75 1599.36 689.96 51.37 27.18 78.45 Steel_1_1_76 1128.18 461.18 50.28 20.68 96.41 Steel_1_1_77 1575.2 623.38 18.34 29.52 85.54 Steel_1_1_78 1381.44 510.89 23.15 21.87 132.29 Steel_1_1_79 970.74 480.93 50.87 22.56 65.68 Steel_1_1_80 1428.48 489.14 10.95 24.76 113.52 Steel_1_1_81 719.98 812.92 28.68 21.19 120.68 Steel_1_1_82 1785.56 663.88 2.27 25.89 117.71 Steel_1_1_83 753.64 436.12 21.04 26.95 113.98 Steel_1_1_84 1004.87 452.06 54.43 26.29 127.69 Steel_1_1_85 625.95 570.1 18.79 21.25 90.61 Steel_1_1_86 1387.59 573.06 22.53 20.59 69.6 Steel_1_1_87 888.26 581.06 3.22 23.72 100.69 Steel_1_1_88 1794.75 794.07 47.74 27.61 128.47 Steel_1_1_89 1413.06 548.43 57.8 23.92 123.39 Steel_1_1_90 596.28 701.8 33.12 22.45 84.58 Steel_1_1_91 619.51 754.84 32.68 27.55 122.86 Steel_1_1_92 1528.69 503.33 56.92 28.37 78.99 Steel_1_1_93 1056.2 848.73 37.38 21.64 118.29 Steel_1_1_94 1610.78 650.73 43.94 20.26 112.62 Steel_1_1_95 1231.68 469.28 58.71 28.24 105.05 Steel_1_1_96 1555.54 857.19 49.13 26.09 95.09 Steel_1_1_97 930.63 709.4 14.77 28.9 60.38 Steel_1_1_98 1146.43 840.25 41.97 25.14 98.93 Steel_1_1_99 680.11 665.5 35.11 28.43 61.99 Steel_1_1_100 1725.77 726.16 29.18 22.74 135.55 Table 2 - Sampled parameters for single-span steel suite 2. Bridge ID Span Length [in.] Width [in.] Skew [deg.] Span-to-Depth Girder Spacing [in.] Steel_1_2_1 1778.98 762.68 31.84 22.37 138.96 Steel_1_2_2 1738.88 789.01 3.75 25.26 122.43 Steel_1_2_3 1292.97 817.1 46.29 24.52 123.75 Steel_1_2_4 661.31 609.49 41.47 29.25 86.4
A-5 Steel_1_2_5 1187.04 701.77 37.3 24.13 124.89 Steel_1_2_6 1286.28 467.87 36.2 20.58 115.96 Steel_1_2_7 1179.69 600.13 28.04 22.77 104.43 Steel_1_2_8 977.12 651.35 14.69 21.14 138.29 Steel_1_2_9 1467.89 494.6 51.26 25.91 91.58 Steel_1_2_10 1809.76 444.34 11.29 21.09 67.25 Steel_1_2_11 821.46 601.75 12.62 28.39 67.93 Steel_1_2_12 997.11 617.87 18.36 24.21 121.43 Steel_1_2_13 965.99 741.88 7.59 25.32 73.42 Steel_1_2_14 539.77 464.55 28.71 20.19 141.35 Steel_1_2_15 725.01 507.9 40.88 28.06 129.2 Steel_1_2_16 742.66 570.22 35.68 26.64 66.58 Steel_1_2_17 1797.57 559.2 1.02 20.33 95.26 Steel_1_2_18 675.23 716.66 45.55 28.25 74.35 Steel_1_2_19 1305.47 589.94 1.22 27.7 92.06 Steel_1_2_20 1151.17 434.95 22.18 21.23 120.68 Steel_1_2_21 1203.48 854.59 19.17 27.97 69.14 Steel_1_2_22 1437.27 657.4 17.34 23.31 89.44 Steel_1_2_23 562.72 811.22 35.24 28.65 104.79 Steel_1_2_24 1656.24 516.29 4.94 23.21 110.75 Steel_1_2_25 607.34 655.3 56.22 27.44 134.88 Steel_1_2_26 809.05 534.77 13.23 23.11 114.76 Steel_1_2_27 1625.25 753.9 21.21 28.96 142.13 Steel_1_2_28 1829.26 773.17 31.41 23.58 69.78 Steel_1_2_29 1632.16 639.45 53.68 20.8 120.25 Steel_1_2_30 1408.23 758.98 8.61 25.42 135.81 Steel_1_2_31 776.97 693.07 0.37 27.81 76.87 Steel_1_2_32 1596.47 821.25 33.75 29.86 118.46 Steel_1_2_33 583.53 832.92 48.41 24.66 140.35 Steel_1_2_34 1578.2 768.43 4.76 29.41 90.3 Steel_1_2_35 1716.49 749.89 33.54 20.73 137.43 Steel_1_2_36 835.06 738.67 40.59 22.6 77.85 Steel_1_2_37 1229.7 578.84 9.87 25.76 132.34 Steel_1_2_38 1367.45 710.4 27.24 26.36 60.42 Steel_1_2_39 1728.54 538.14 29.67 28.11 113.49 Steel_1_2_40 722.05 498.2 44.86 27.77 109.3 Steel_1_2_41 1354.11 775.44 42.32 26.72 64.2 Steel_1_2_42 1915.79 607.34 26.56 26.2 131.49 Steel_1_2_43 918.99 452.74 59.39 28.89 133.63 Steel_1_2_44 1063.67 733.06 22.32 26.56 111.79 Steel_1_2_45 911.3 798.8 10.35 20.66 112.5 Steel_1_2_46 1476.45 436.65 43.2 20.41 79.41 Steel_1_2_47 1562.32 840.04 48.64 26.92 75.88 Steel_1_2_48 1761.07 805.44 51.77 24.86 76.64
A-6 Steel_1_2_49 856.85 483.52 24.01 26.46 88.45 Steel_1_2_50 1557.62 594.15 13.89 27.56 85.91 Steel_1_2_51 1021.92 698.42 57.46 22.64 107.71 Steel_1_2_52 1852.4 448.67 45.7 25.84 110.07 Steel_1_2_53 495.83 729.23 37.19 21.88 97.84 Steel_1_2_54 622.61 722.88 20.29 29.19 117.12 Steel_1_2_55 487.9 474.24 17.9 23.03 97.46 Steel_1_2_56 880.35 631.57 12.01 24.09 99.37 Steel_1_2_57 1401.04 848.21 42.9 22.29 92.77 Steel_1_2_58 1114.54 524.94 30.12 27.18 61.42 Steel_1_2_59 1375.82 707.96 34.42 23.62 62.05 Steel_1_2_60 1168.2 677.19 47.52 26.29 136.65 Steel_1_2_61 1260.7 843.03 9.6 27.38 96.32 Steel_1_2_62 1255.84 615.72 39.8 29.98 105.37 Steel_1_2_63 891.79 504.72 55.26 27.01 82.15 Steel_1_2_64 946.16 638.29 56.4 27.27 103.05 Steel_1_2_65 1514.62 512.53 6.44 20.01 128.45 Steel_1_2_66 1869.65 565.83 39.26 29.75 83.13 Steel_1_2_67 763.09 625.75 44.03 24.46 126.47 Steel_1_2_68 532.52 782.05 54.88 25.02 119.62 Steel_1_2_69 1447.91 478.16 47.07 22.48 114.3 Steel_1_2_70 706.21 629.53 16.5 28.54 142.4 Steel_1_2_71 850.53 814.94 23.61 25.66 84.9 Steel_1_2_72 1049.88 827.83 23.12 21.62 65 Steel_1_2_73 1670.15 720.83 38.27 21.76 123.91 Steel_1_2_74 1325.56 645.12 15.96 21.55 80.65 Steel_1_2_75 1081.91 529.68 24.77 28.44 130.7 Steel_1_2_76 1526.4 683.92 5.46 22 62.9 Steel_1_2_77 566.57 670.26 31.11 24.94 99.49 Steel_1_2_78 1137.72 460.09 58.24 22.08 65.62 Steel_1_2_79 1493.19 544.48 59.54 28.71 88.9 Steel_1_2_80 1106.42 777.98 3.22 26.83 106.97 Steel_1_2_81 1220.38 454.09 38.87 22.82 93.97 Steel_1_2_82 509.09 800.52 19.79 29.69 70.85 Steel_1_2_83 1900.4 858.2 32.93 21.45 100.79 Steel_1_2_84 1424.86 664.09 49.75 29.58 81.69 Steel_1_2_85 1543.81 689.65 11.84 25.11 87.45 Steel_1_2_86 692 541.48 20.79 23.46 71.72 Steel_1_2_87 1879.94 679.53 50.42 29.34 72.49 Steel_1_2_88 637.53 489.04 6.76 23.71 84.09 Steel_1_2_89 1693.57 574.4 25.33 26.08 73.8 Steel_1_2_90 643.76 665.49 52.87 24.36 101.53 Steel_1_2_91 1027.94 793.33 2.22 23.94 102.68 Steel_1_2_92 1002.13 554.56 54.48 23.84 134.76
A-7 Steel_1_2_93 783.31 745.17 28.85 22.15 126 Steel_1_2_94 1093.63 487.27 26.08 20.98 95.5 Steel_1_2_95 935.54 579.61 8.18 21.35 108.54 Steel_1_2_96 1333.62 861.41 52.54 29.06 129.74 Steel_1_2_97 1617.44 836.37 57.85 24.77 143.2 Steel_1_2_98 1835.45 519.44 15.11 25.59 127.25 Steel_1_2_99 1770.01 549.91 50.28 20.24 78.71 Steel_1_2_100 1686.43 585.46 2.51 22.91 117.66
A-8 A.1.2 Section Dimensions Table 3 - Section dimensions for single-span steel suite 1. Bridge ID bf, Int. [in.] tf, Int. [in.] tw, Int. [in.] d, Int. [in.] bf, Ext. [in.] tf, Ext. [in.] tw, Ext. [in.] d, Ext. [in.] Steel_1_1_1 12.29 3.11 0.4 38 6.98 5.54 0.36 38 Steel_1_1_2 12.98 2.29 0.73 21 6 3.92 0.36 21 Steel_1_1_3 16.52 2.2 0.49 51 22.09 1.56 0.79 51 Steel_1_1_4 14 1.78 0.62 84 14 1.88 0.59 84 Steel_1_1_5 14.46 3.23 0.58 66 11 4.39 0.55 66 Steel_1_1_6 10.17 2.99 0.49 61 15.19 1.79 0.7 61 Steel_1_1_7 10.7 2.65 0.38 27 6 4.69 0.36 27 Steel_1_1_8 15.96 2.85 0.57 62 10.33 4.31 0.53 62 Steel_1_1_9 10.33 4.66 0.55 62 10.33 4.76 0.53 62 Steel_1_1_10 6 4.6 0.53 22 6 4.7 0.46 22 Steel_1_1_11 13.67 2.57 0.58 82 13.67 2.64 0.56 82 Steel_1_1_12 6 3.76 0.47 19 6 3.86 0.41 19 Steel_1_1_13 6.67 5.47 0.44 40 16.21 2.3 0.43 40 Steel_1_1_14 9.22 4.36 0.39 41 9.33 4.36 0.38 41 Steel_1_1_15 6.29 5.83 0.4 35 6.67 5.62 0.39 35 Steel_1_1_16 16.34 3.58 1.48 50 15.98 2.08 0.44 50 Steel_1_1_17 14.41 5.72 0.88 64 14.7 3.17 0.96 64 Steel_1_1_18 8.6 3.21 0.31 27 8.62 3.21 0.31 27 Steel_1_1_19 21.47 2.12 0.57 66 11 4.29 0.53 66 Steel_1_1_20 17.12 1.48 0.34 32 8.64 2.98 0.31 32 Steel_1_1_21 12.52 3.87 0.42 45 12.65 3.87 0.4 45 Steel_1_1_22 6 4.62 0.38 35 6 4.74 0.35 35 Steel_1_1_23 10.86 3.67 0.45 54 10.99 3.67 0.43 54 Steel_1_1_24 6 3.54 0.31 26 6 3.58 0.31 26 Steel_1_1_25 14.31 2.35 0.44 42 8.49 4.07 0.41 42 Steel_1_1_26 14.76 3.25 1.35 46 7.67 4.47 0.39 46 Steel_1_1_27 16.47 1.61 0.64 88 14.67 1.9 0.61 88 Steel_1_1_28 12.83 2.73 0.39 31 12.68 2.82 0.36 31 Steel_1_1_29 11.45 1.92 0.31 22 6.11 3.55 0.31 22 Steel_1_1_30 9 3.64 0.44 54 17.29 1.69 0.72 54 Steel_1_1_31 6.18 3.14 0.31 26 6.19 3.14 0.31 26 Steel_1_1_32 8.12 3.82 0.35 31 13.96 2.27 0.33 31 Steel_1_1_33 10.37 3.73 0.43 50 10.49 3.73 0.41 50 Steel_1_1_34 12 2.84 0.33 32 9.04 3.78 0.31 32 Steel_1_1_35 9.45 4.46 0.36 33 9.57 4.46 0.34 33 Steel_1_1_36 11.07 4.15 0.41 42 11.2 4.15 0.39 42 Steel_1_1_37 17.78 3.17 0.97 71 11.83 3.02 0.53 71 Steel_1_1_38 14.75 2.27 0.39 30 6 5.5 0.41 30 Steel_1_1_39 11.5 3.17 0.62 69 13.43 2.33 0.94 69
A-9 Steel_1_1_40 16.77 1.8 0.39 36 6.87 4.49 0.33 36 Steel_1_1_41 20.07 1.36 0.51 56 9.33 3.08 0.48 56 Steel_1_1_42 11.28 3.4 0.49 60 11.4 3.4 0.47 60 Steel_1_1_43 18.87 2.06 1 46 11.31 4.02 0.39 46 Steel_1_1_44 13.58 3.3 0.35 36 13.64 3.3 0.34 36 Steel_1_1_45 8 6.21 0.46 48 15.23 2.83 1.23 48 Steel_1_1_46 17.55 1.54 0.64 88 14.67 1.94 0.61 88 Steel_1_1_47 10.67 3.23 0.56 64 11.09 2.58 0.95 64 Steel_1_1_48 6 4.26 0.36 34 13.34 1.95 0.37 34 Steel_1_1_49 18.11 1.62 0.42 40 12.06 2.5 0.4 40 Steel_1_1_50 9.56 4.27 0.52 57 23.58 1.75 0.51 57 Steel_1_1_51 7.55 3.86 0.36 32 9.14 3.25 0.34 32 Steel_1_1_52 16.47 2.32 0.53 51 11.17 2.62 1.26 51 Steel_1_1_53 11.38 3.1 0.86 67 16.88 2.2 0.67 67 Steel_1_1_54 9.54 3.05 0.39 19 9.58 3.05 0.36 19 Steel_1_1_55 12.83 3.37 0.44 54 12.93 3.37 0.42 54 Steel_1_1_56 19.45 4.19 1.07 77 12.83 2.37 0.57 77 Steel_1_1_57 14.32 3.27 0.53 57 9.54 4.36 1.03 57 Steel_1_1_58 20.9 1.82 0.58 74 13.72 2.88 0.55 74 Steel_1_1_59 12.67 2.36 0.52 76 14.63 2.08 0.5 76 Steel_1_1_60 6 5.64 0.51 32 13.35 2.7 0.39 32 Steel_1_1_61 13.08 2.09 1.07 69 12.07 2.82 0.5 69 Steel_1_1_62 6 5.15 0.56 25 6.01 5.26 0.49 25 Steel_1_1_63 26.87 1.65 0.44 37 14.54 3.12 0.41 37 Steel_1_1_64 6 3.35 0.33 22 13.8 1.82 1 22 Steel_1_1_65 10 3.31 0.52 60 10 3.4 0.49 60 Steel_1_1_66 11.67 3.23 0.61 70 14.99 2.59 0.58 70 Steel_1_1_67 14.43 3.52 0.49 60 14.56 3.52 0.47 60 Steel_1_1_68 16.84 1.97 0.85 55 17.54 1.95 0.72 55 Steel_1_1_69 6 2.79 0.4 25 9.8 1.82 0.33 25 Steel_1_1_70 6 4.03 0.63 22 6 4.21 0.54 22 Steel_1_1_71 11.04 4.1 0.46 55 18.39 2.38 0.75 55 Steel_1_1_72 9.17 3.33 0.45 55 9.28 3.03 0.84 55 Steel_1_1_73 13.94 2.17 0.37 43 9.52 3.21 0.35 43 Steel_1_1_74 10.67 4.45 0.53 64 14 3.18 0.78 64 Steel_1_1_75 12.58 3.64 0.49 58 11.85 3.92 0.47 58 Steel_1_1_76 11.03 2.57 0.47 54 9 3.24 0.45 54 Steel_1_1_77 11.77 4.28 0.47 53 14.37 3.54 0.45 53 Steel_1_1_78 10.5 2.85 0.55 63 10.75 2.12 0.99 63 Steel_1_1_79 8.34 3.09 0.92 43 9.59 3.28 0.36 43 Steel_1_1_80 19.98 1.89 0.51 57 28.36 1.36 0.5 57 Steel_1_1_81 6 3.73 0.37 33 16.06 1.42 0.36 33 Steel_1_1_82 12.03 3.12 1.14 68 17.05 3.51 0.87 68 Steel_1_1_83 6 4.89 0.46 27 6 5.01 0.41 27
A-10 Steel_1_1_84 9 4.08 0.43 38 15 2.49 0.41 38 Steel_1_1_85 7.73 2.67 0.35 29 6 3.51 0.31 29 Steel_1_1_86 11.17 2.7 0.48 67 11.17 2.74 0.46 67 Steel_1_1_87 6.17 5.03 0.35 37 6.26 5.03 0.34 37 Steel_1_1_88 10.67 4.33 0.57 64 17.35 3.58 0.88 64 Steel_1_1_89 9.83 3.58 0.54 59 9.83 3.69 0.51 59 Steel_1_1_90 6 3.69 0.31 26 10.34 2.22 0.31 26 Steel_1_1_91 6 4.11 0.57 22 10.89 2.45 0.39 22 Steel_1_1_92 19.48 2.49 0.48 53 12.47 3.95 0.45 53 Steel_1_1_93 23.17 1.24 0.47 48 19.72 1.5 0.45 48 Steel_1_1_94 13.17 1.98 0.6 79 19.46 1.3 0.66 79 Steel_1_1_95 8.47 5.25 0.44 43 8.59 5.25 0.42 43 Steel_1_1_96 9.83 4.29 0.51 59 12.79 3.12 0.87 59 Steel_1_1_97 13.28 3.02 0.32 32 13.29 3.02 0.31 32 Steel_1_1_98 7.5 4.91 0.43 45 7.57 4.95 0.41 45 Steel_1_1_99 9.73 3.1 0.31 23 9.74 3.1 0.31 23 Steel_1_1_100 12.5 2.56 0.62 75 14.39 2.31 0.59 75 Table 4 - Section dimensions for single-span steel suite 2. Bridge ID bf, Int. [in.] tf, Int. [in.] tw, Int. [in.] d, Int. [in.] bf, Ext. [in.] tf, Ext. [in.] tw, Ext. [in.] d, Ext. [in.] Steel_1_2_1 13.17 2.3 0.64 79 17.48 1.81 0.61 79 Steel_1_2_2 14.49 2.78 0.56 68 11.33 3.68 0.54 68 Steel_1_2_3 21.98 1.67 0.51 52 23.24 1.36 0.98 52 Steel_1_2_4 11.31 2.62 0.4 22 6.62 4.32 0.42 22 Steel_1_2_5 13.96 2.47 0.48 49 16.39 2.15 0.46 49 Steel_1_2_6 10.33 2.67 0.52 62 10.34 4.11 0.5 62 Steel_1_2_7 8.5 3.92 0.45 51 18.59 1.81 0.45 51 Steel_1_2_8 7.67 3.46 0.44 46 7.67 3.56 0.42 46 Steel_1_2_9 9.33 4.55 0.48 56 14.68 2.64 0.77 56 Steel_1_2_10 14.17 2.18 0.55 85 14.17 2.21 0.54 85 Steel_1_2_11 10.96 3.4 0.31 28 11 3.4 0.31 28 Steel_1_2_12 13.85 2.38 0.42 41 12.98 2.6 0.4 41 Steel_1_2_13 9.64 3.67 0.35 38 9.73 3.67 0.33 38 Steel_1_2_14 6 2.98 0.4 26 6 3.14 0.33 26 Steel_1_2_15 6 4.93 0.59 25 6 5.08 0.51 25 Steel_1_2_16 9.65 3.33 0.31 27 9.68 3.33 0.31 27 Steel_1_2_17 14.7 1.73 0.64 88 14.67 1.89 0.57 88 Steel_1_2_18 7.65 3.72 0.41 23 7.8 3.72 0.34 23 Steel_1_2_19 18.48 2.35 0.44 47 9.07 2.56 2.3 47 Steel_1_2_20 9.03 3.15 0.48 54 10.86 1.86 1.07 54 Steel_1_2_21 12.77 3.46 0.39 43 12.85 3.46 0.38 43 Steel_1_2_22 10.17 3.59 0.49 61 10.34 3.24 0.71 61 Steel_1_2_23 11.56 3.31 1.93 19 6.02 4.07 0.56 19 Steel_1_2_24 11.83 2.99 0.55 71 18.83 1.81 0.65 71
A-11 Steel_1_2_25 6 3.83 0.68 22 11.65 2.17 0.45 22 Steel_1_2_26 9.88 2.78 0.37 35 15.55 3.21 1.65 35 Steel_1_2_27 9.33 5.12 0.53 56 15.28 2.67 1.07 56 Steel_1_2_28 14.47 2.61 0.54 77 12.83 2.99 0.52 77 Steel_1_2_29 13 2.08 0.62 78 14.04 1.86 0.7 78 Steel_1_2_30 9.17 4.32 0.5 55 11.15 3.63 0.48 55 Steel_1_2_31 8.64 3.84 0.31 27 8.71 3.84 0.31 27 Steel_1_2_32 8.83 5.63 0.5 53 8.83 5.73 0.48 53 Steel_1_2_33 7.83 2.73 0.54 23 10.94 2.09 0.41 23 Steel_1_2_34 11.19 4.52 0.46 53 14.82 3.46 0.45 53 Steel_1_2_35 13.67 1.88 0.64 82 13.67 2 0.61 82 Steel_1_2_36 8.96 3.16 0.36 36 7.38 3.89 0.33 36 Steel_1_2_37 13.68 2.84 0.47 47 12.66 2.38 1.24 47 Steel_1_2_38 14.44 3.02 0.42 51 14.49 3.02 0.41 51 Steel_1_2_39 10.17 4.65 0.53 61 18.43 2.37 0.84 61 Steel_1_2_40 6 4.74 0.5 26 21.94 2.98 1.77 26 Steel_1_2_41 13.71 3.21 0.43 50 13.78 3.21 0.42 50 Steel_1_2_42 12.18 2.57 1.17 73 12.17 3.44 0.59 73 Steel_1_2_43 6 6.03 0.61 31 8.77 4.4 0.44 31 Steel_1_2_44 6.67 5.57 0.4 40 6.76 5.59 0.38 40 Steel_1_2_45 7.33 3.51 0.41 44 10.76 2.43 0.39 44 Steel_1_2_46 12 2.39 0.53 72 19.44 1.5 0.5 72 Steel_1_2_47 13.42 3.34 0.48 58 11.99 3.79 0.46 58 Steel_1_2_48 11.67 3.49 0.54 70 17.73 2.27 0.59 70 Steel_1_2_49 7.49 4.42 0.35 32 7.6 4.42 0.32 32 Steel_1_2_50 14.93 3.09 0.48 56 13.33 3.52 0.46 56 Steel_1_2_51 7.5 4.13 0.43 45 7.5 4.22 0.41 45 Steel_1_2_52 14.19 2.93 0.59 71 13.51 2.98 0.7 71 Steel_1_2_53 6.44 2.92 0.39 22 6 3.22 0.34 22 Steel_1_2_54 6 4.33 0.59 21 6 4.46 0.51 21 Steel_1_2_55 12.86 1.6 0.44 21 6 3.46 0.34 21 Steel_1_2_56 6.14 4.97 0.35 36 6.24 4.97 0.34 36 Steel_1_2_57 10.33 3.22 0.51 62 15.8 2.13 0.49 62 Steel_1_2_58 13.82 3.07 0.37 40 13.86 3.07 0.36 40 Steel_1_2_59 13.31 2.78 0.45 58 12.01 3.1 0.44 58 Steel_1_2_60 7.33 5.24 0.46 44 13.63 2.87 0.45 44 Steel_1_2_61 12.77 3.32 0.43 46 8.92 4.82 0.41 46 Steel_1_2_62 9.1 5.27 0.42 41 9.24 5.27 0.4 41 Steel_1_2_63 8.6 4.11 0.36 33 14.36 2.19 1.37 33 Steel_1_2_64 7 5.15 0.41 34 7.14 5.15 0.38 34 Steel_1_2_65 12.5 2.1 0.58 75 16.79 4.29 0.84 75 Steel_1_2_66 14.9 3.53 0.52 62 15.63 3.42 0.5 62 Steel_1_2_67 6 4.39 0.42 31 6 4.53 0.36 31 Steel_1_2_68 7.82 2.79 0.53 21 6 3.7 0.5 21 Steel_1_2_69 10.67 3.05 0.54 64 13.38 2.49 0.52 64 Steel_1_2_70 21.25 1.41 0.42 24 6 4.84 0.51 24 Steel_1_2_71 7.76 4.24 0.33 33 7.86 4.24 0.31 33 Steel_1_2_72 9.45 3.25 0.39 48 9.52 3.25 0.38 48
A-12 Steel_1_2_73 12.67 2.43 0.6 76 12.67 2.53 0.57 76 Steel_1_2_74 10.17 3.11 0.47 61 12.61 2.28 0.73 61 Steel_1_2_75 13.93 2.94 0.43 38 6.33 6.49 0.39 38 Steel_1_2_76 11.5 3 0.48 69 11.5 3.03 0.46 69 Steel_1_2_77 6 3.8 0.45 22 12.83 1.87 0.4 22 Steel_1_2_78 9.7 3.28 0.43 51 13.73 2.08 0.82 51 Steel_1_2_79 21.17 2.2 0.5 52 16.13 2.78 0.94 52 Steel_1_2_80 13.77 2.91 0.41 41 7.58 5.35 0.37 41 Steel_1_2_81 12.92 2.55 0.47 53 8.83 3.83 0.44 53 Steel_1_2_82 10.9 2.48 0.39 17 7.87 3.36 0.4 17 Steel_1_2_83 15.81 1.91 0.65 88 14.67 2.08 0.59 88 Steel_1_2_84 15.4 3.05 1.04 48 12.23 4.08 0.42 48 Steel_1_2_85 10.91 3.16 0.93 61 10.17 4.04 0.47 61 Steel_1_2_86 7.14 3.59 0.31 29 7.18 3.59 0.31 29 Steel_1_2_87 14.22 3.62 0.52 64 14.37 3.62 0.5 64 Steel_1_2_88 6 3.99 0.31 26 10 2.43 0.35 26 Steel_1_2_89 15.69 2.78 0.51 64 12.03 3.69 0.48 64 Steel_1_2_90 6 3.78 0.43 26 6 3.89 0.37 26 Steel_1_2_91 19.6 1.7 0.41 42 7 4.87 0.37 42 Steel_1_2_92 7 4.51 0.44 42 7 4.62 0.41 42 Steel_1_2_93 6 4.16 0.38 35 6 4.27 0.35 35 Steel_1_2_94 11.78 2.43 0.45 52 21.63 1.24 0.84 52 Steel_1_2_95 10.86 2.52 0.41 43 12.46 2.24 0.39 43 Steel_1_2_96 13.06 3.55 0.49 45 17.93 2.63 0.47 45 Steel_1_2_97 12.38 2.13 1.22 65 25.52 4.28 0.93 65 Steel_1_2_98 11.83 3.41 0.59 71 29.75 1.25 0.77 71 Steel_1_2_99 14.5 1.86 0.59 87 14.5 1.93 0.56 87 Steel_1_2_100 20.71 3.48 0.95 73 12.17 2.89 0.55 73
A-13 A.1.3 Strength I Flexure â SLG Demands and Ratings Table 5 - Strength I Flexure - SLG Demands & Rating - Single-Span Steel Suite 1 Bridge ID Mn (+) [lb-in.] Int/Ext Factored DC1 + DC2 (+) [lb-in.] Int/Ext Factored LL (+) [lb- in.] Int/Ext St1M Inventory Rating (+) Int/Ext Steel_1_1_1 8.88e+07 / 8.01e+07 1.73e+07 / 1.72e+07 3.40e+07 / 3.54e+07 2.11 / 1.77 Steel_1_1_2 4.16e+07 / 3.14e+07 4.67e+06 / 4.39e+06 1.25e+07 / 1.26e+07 2.97 / 2.14 Steel_1_1_3 1.28e+08 / 1.38e+08 2.77e+07 / 2.85e+07 3.97e+07 / 4.22e+07 2.54 / 2.59 Steel_1_1_4 2.24e+08 / 2.18e+08 5.61e+07 / 5.62e+07 7.47e+07 / 7.79e+07 2.24 / 2.08 Steel_1_1_5 2.18e+08 / 2.07e+08 7.33e+07 / 7.33e+07 8.22e+07 / 8.96e+07 1.76 / 1.50 Steel_1_1_6 1.36e+08 / 1.46e+08 2.38e+07 / 2.43e+07 3.59e+07 / 3.67e+07 3.14 / 3.30 Steel_1_1_7 4.94e+07 / 4.41e+07 7.58e+06 / 7.53e+06 2.03e+07 / 2.06e+07 2.06 / 1.77 Steel_1_1_8 1.99e+08 / 1.80e+08 5.86e+07 / 5.79e+07 7.44e+07 / 7.64e+07 1.89 / 1.60 Steel_1_1_9 1.93e+08 / 1.87e+08 5.72e+07 / 5.73e+07 6.45e+07 / 6.88e+07 2.10 / 1.89 Steel_1_1_10 3.74e+07 / 3.46e+07 5.82e+06 / 5.82e+06 1.57e+07 / 1.63e+07 2.01 / 1.76 Steel_1_1_11 2.39e+08 / 2.34e+08 5.97e+07 / 5.97e+07 6.73e+07 / 7.21e+07 2.66 / 2.42 Steel_1_1_12 3.01e+07 / 2.75e+07 3.50e+06 / 3.51e+06 1.14e+07 / 1.16e+07 2.34 / 2.06 Steel_1_1_13 9.57e+07 / 9.38e+07 2.17e+07 / 2.19e+07 3.74e+07 / 3.77e+07 1.98 / 1.91 Steel_1_1_14 9.34e+07 / 9.11e+07 1.78e+07 / 1.78e+07 3.00e+07 / 3.10e+07 2.52 / 2.36 Steel_1_1_15 7.61e+07 / 7.16e+07 1.51e+07 / 1.52e+07 2.99e+07 / 3.09e+07 2.04 / 1.82 Steel_1_1_16 2.11e+08 / 1.12e+08 2.90e+07 / 2.31e+07 4.15e+07 / 4.15e+07 4.40 / 2.15 Steel_1_1_17 3.22e+08 / 2.33e+08 9.45e+07 / 8.39e+07 8.17e+07 / 8.54e+07 2.78 / 1.74 Steel_1_1_18 4.14e+07 / 4.11e+07 5.09e+06 / 5.09e+06 1.34e+07 / 1.45e+07 2.71 / 2.48 Steel_1_1_19 2.14e+08 / 2.01e+08 6.41e+07 / 6.39e+07 6.95e+07 / 7.77e+07 2.15 / 1.76 Steel_1_1_20 5.31e+07 / 5.03e+07 6.74e+06 / 6.72e+06 1.60e+07 / 1.59e+07 2.90 / 2.75 Steel_1_1_21 1.21e+08 / 1.20e+08 2.71e+07 / 2.71e+07 3.59e+07 / 3.72e+07 2.62 / 2.49 Steel_1_1_22 6.95e+07 / 6.33e+07 1.26e+07 / 1.26e+07 3.01e+07 / 2.94e+07 1.89 / 1.73 Steel_1_1_23 1.32e+08 / 1.31e+08 2.46e+07 / 2.46e+07 3.52e+07 / 3.68e+07 3.06 / 2.89 Steel_1_1_24 3.71e+07 / 3.51e+07 4.18e+06 / 4.19e+06 1.35e+07 / 1.35e+07 2.44 / 2.29 Steel_1_1_25 9.51e+07 / 8.82e+07 1.81e+07 / 1.80e+07 3.25e+07 / 3.33e+07 2.37 / 2.10 Steel_1_1_26 1.61e+08 / 9.49e+07 2.17e+07 / 1.80e+07 3.41e+07 / 3.43e+07 4.09 / 2.24 Steel_1_1_27 2.46e+08 / 2.33e+08 5.82e+07 / 5.82e+07 6.50e+07 / 6.92e+07 2.89 / 2.53 Steel_1_1_28 6.95e+07 / 6.50e+07 1.32e+07 / 1.32e+07 2.93e+07 / 2.98e+07 1.92 / 1.73 Steel_1_1_29 3.12e+07 / 2.94e+07 3.09e+06 / 3.07e+06 9.41e+06 / 9.67e+06 2.99 / 2.72 Steel_1_1_30 1.15e+08 / 1.28e+08 1.82e+07 / 1.88e+07 3.01e+07 / 3.06e+07 3.22 / 3.56 Steel_1_1_31 3.28e+07 / 3.26e+07 3.06e+06 / 3.06e+06 9.09e+06 / 1.00e+07 3.27 / 2.94 Steel_1_1_32 5.62e+07 / 5.71e+07 8.55e+06 / 8.61e+06 1.61e+07 / 1.64e+07 2.95 / 2.96 Steel_1_1_33 1.17e+08 / 1.16e+08 2.12e+07 / 2.12e+07 3.16e+07 / 3.28e+07 3.03 / 2.88 Steel_1_1_34 6.21e+07 / 5.92e+07 9.10e+06 / 9.08e+06 1.98e+07 / 2.01e+07 2.67 / 2.50 Steel_1_1_35 7.47e+07 / 7.22e+07 1.43e+07 / 1.43e+07 2.73e+07 / 2.87e+07 2.22 / 2.02 Steel_1_1_36 1.07e+08 / 1.04e+08 2.24e+07 / 2.25e+07 3.33e+07 / 3.46e+07 2.53 / 2.37 Steel_1_1_37 3.06e+08 / 1.90e+08 5.90e+07 / 4.99e+07 6.43e+07 / 6.75e+07 3.84 / 2.08 Steel_1_1_38 6.61e+07 / 5.79e+07 1.24e+07 / 1.23e+07 2.54e+07 / 2.65e+07 2.11 / 1.72 Steel_1_1_39 2.06e+08 / 2.15e+08 6.50e+07 / 6.66e+07 6.79e+07 / 7.07e+07 2.08 / 2.10 Steel_1_1_40 7.14e+07 / 6.53e+07 1.12e+07 / 1.11e+07 2.30e+07 / 2.41e+07 2.62 / 2.25 Steel_1_1_41 1.27e+08 / 1.20e+08 2.59e+07 / 2.58e+07 4.63e+07 / 4.68e+07 2.19 / 2.00
A-14 Steel_1_1_42 1.51e+08 / 1.50e+08 3.01e+07 / 3.00e+07 3.35e+07 / 3.76e+07 3.61 / 3.19 Steel_1_1_43 1.34e+08 / 1.15e+08 2.45e+07 / 2.34e+07 3.72e+07 / 3.75e+07 2.93 / 2.43 Steel_1_1_44 8.49e+07 / 8.44e+07 1.51e+07 / 1.51e+07 2.47e+07 / 2.77e+07 2.82 / 2.50 Steel_1_1_45 1.41e+08 / 1.59e+08 4.26e+07 / 4.48e+07 6.24e+07 / 6.49e+07 1.57 / 1.76 Steel_1_1_46 2.50e+08 / 2.41e+08 6.32e+07 / 6.33e+07 7.13e+07 / 7.70e+07 2.62 / 2.31 Steel_1_1_47 1.73e+08 / 1.82e+08 4.63e+07 / 4.76e+07 6.84e+07 / 6.91e+07 1.86 / 1.94 Steel_1_1_48 6.30e+07 / 6.02e+07 1.04e+07 / 1.05e+07 2.32e+07 / 2.44e+07 2.27 / 2.04 Steel_1_1_49 8.26e+07 / 7.81e+07 1.41e+07 / 1.41e+07 2.70e+07 / 2.79e+07 2.54 / 2.29 Steel_1_1_50 1.60e+08 / 1.61e+08 4.38e+07 / 4.41e+07 6.83e+07 / 6.81e+07 1.70 / 1.71 Steel_1_1_51 6.01e+07 / 5.73e+07 9.57e+06 / 9.60e+06 2.07e+07 / 2.17e+07 2.45 / 2.20 Steel_1_1_52 1.40e+08 / 1.47e+08 3.65e+07 / 3.78e+07 4.36e+07 / 4.55e+07 2.38 / 2.41 Steel_1_1_53 2.03e+08 / 1.94e+08 4.49e+07 / 4.41e+07 5.94e+07 / 6.29e+07 2.66 / 2.39 Steel_1_1_54 2.94e+07 / 2.93e+07 3.73e+06 / 3.73e+06 9.48e+06 / 1.09e+07 2.71 / 2.35 Steel_1_1_55 1.40e+08 / 1.40e+08 2.79e+07 / 2.79e+07 3.71e+07 / 4.17e+07 3.04 / 2.68 Steel_1_1_56 4.39e+08 / 2.03e+08 7.16e+07 / 5.42e+07 8.18e+07 / 7.73e+07 4.50 / 1.92 Steel_1_1_57 1.76e+08 / 1.78e+08 5.12e+07 / 5.27e+07 7.08e+07 / 7.38e+07 1.76 / 1.70 Steel_1_1_58 2.25e+08 / 2.17e+08 6.36e+07 / 6.35e+07 6.98e+07 / 7.77e+07 2.31 / 1.98 Steel_1_1_59 1.85e+08 / 1.84e+08 3.19e+07 / 3.18e+07 4.57e+07 / 4.76e+07 3.35 / 3.20 Steel_1_1_60 7.19e+07 / 6.97e+07 1.49e+07 / 1.51e+07 2.45e+07 / 2.62e+07 2.32 / 2.08 Steel_1_1_61 1.93e+08 / 1.72e+08 3.91e+07 / 3.64e+07 5.32e+07 / 5.52e+07 2.90 / 2.46 Steel_1_1_62 5.03e+07 / 4.51e+07 9.27e+06 / 9.28e+06 2.32e+07 / 2.37e+07 1.77 / 1.51 Steel_1_1_63 1.04e+08 / 9.60e+07 2.52e+07 / 2.52e+07 4.01e+07 / 4.18e+07 1.96 / 1.69 Steel_1_1_64 2.80e+07 / 3.74e+07 2.47e+06 / 2.73e+06 7.64e+06 / 7.79e+06 3.34 / 4.45 Steel_1_1_65 1.46e+08 / 1.42e+08 3.11e+07 / 3.11e+07 4.27e+07 / 4.51e+07 2.70 / 2.46 Steel_1_1_66 2.08e+08 / 2.05e+08 6.04e+07 / 6.06e+07 7.22e+07 / 7.30e+07 2.05 / 1.97 Steel_1_1_67 1.84e+08 / 1.83e+08 4.61e+07 / 4.61e+07 5.01e+07 / 5.59e+07 2.75 / 2.45 Steel_1_1_68 1.49e+08 / 1.43e+08 2.47e+07 / 2.44e+07 3.32e+07 / 3.31e+07 3.75 / 3.58 Steel_1_1_69 3.84e+07 / 3.61e+07 4.70e+06 / 4.72e+06 1.29e+07 / 1.28e+07 2.61 / 2.46 Steel_1_1_70 4.48e+07 / 3.94e+07 7.94e+06 / 7.95e+06 1.95e+07 / 2.01e+07 1.89 / 1.57 Steel_1_1_71 1.49e+08 / 1.67e+08 3.31e+07 / 3.45e+07 4.61e+07 / 4.76e+07 2.52 / 2.77 Steel_1_1_72 1.18e+08 / 1.31e+08 2.01e+07 / 2.10e+07 3.38e+07 / 3.48e+07 2.89 / 3.15 Steel_1_1_73 8.07e+07 / 7.82e+07 1.02e+07 / 1.01e+07 2.06e+07 / 2.24e+07 3.43 / 3.04 Steel_1_1_74 1.96e+08 / 2.08e+08 5.76e+07 / 5.92e+07 6.45e+07 / 7.16e+07 2.15 / 2.08 Steel_1_1_75 1.65e+08 / 1.62e+08 3.89e+07 / 3.88e+07 4.35e+07 / 4.53e+07 2.90 / 2.72 Steel_1_1_76 1.13e+08 / 1.09e+08 1.90e+07 / 1.90e+07 3.18e+07 / 3.28e+07 2.96 / 2.74 Steel_1_1_77 1.55e+08 / 1.56e+08 3.99e+07 / 4.01e+07 4.94e+07 / 5.32e+07 2.33 / 2.17 Steel_1_1_78 1.58e+08 / 1.68e+08 3.88e+07 / 4.00e+07 5.69e+07 / 5.93e+07 2.09 / 2.16 Steel_1_1_79 8.71e+07 / 7.99e+07 1.11e+07 / 1.07e+07 2.03e+07 / 2.16e+07 3.75 / 3.20 Steel_1_1_80 1.55e+08 / 1.53e+08 3.82e+07 / 3.83e+07 5.32e+07 / 5.74e+07 2.20 / 2.00 Steel_1_1_81 5.75e+07 / 5.42e+07 8.95e+06 / 9.00e+06 2.16e+07 / 2.23e+07 2.25 / 2.02 Steel_1_1_82 2.47e+08 / 2.82e+08 6.75e+07 / 7.16e+07 7.42e+07 / 8.04e+07 2.42 / 2.62 Steel_1_1_83 5.38e+07 / 4.90e+07 9.85e+06 / 9.86e+06 2.16e+07 / 2.31e+07 2.03 / 1.69 Steel_1_1_84 8.77e+07 / 8.55e+07 1.77e+07 / 1.78e+07 3.11e+07 / 3.13e+07 2.25 / 2.16 Steel_1_1_85 4.27e+07 / 3.99e+07 5.25e+06 / 5.23e+06 1.47e+07 / 1.49e+07 2.55 / 2.33 Steel_1_1_86 1.51e+08 / 1.50e+08 2.45e+07 / 2.45e+07 3.76e+07 / 3.99e+07 3.37 / 3.14 Steel_1_1_87 7.02e+07 / 6.67e+07 1.15e+07 / 1.15e+07 2.62e+07 / 2.71e+07 2.24 / 2.04 Steel_1_1_88 2.01e+08 / 2.66e+08 6.34e+07 / 7.09e+07 7.27e+07 / 7.60e+07 1.90 / 2.57 Steel_1_1_89 1.54e+08 / 1.48e+08 3.79e+07 / 3.80e+07 4.68e+07 / 4.92e+07 2.48 / 2.23
A-15 Steel_1_1_90 3.73e+07 / 3.72e+07 4.34e+06 / 4.38e+06 1.25e+07 / 1.24e+07 2.63 / 2.65 Steel_1_1_91 4.07e+07 / 3.75e+07 6.32e+06 / 6.37e+06 1.67e+07 / 1.71e+07 2.06 / 1.82 Steel_1_1_92 1.56e+08 / 1.49e+08 3.49e+07 / 3.47e+07 4.01e+07 / 4.09e+07 3.03 / 2.78 Steel_1_1_93 1.05e+08 / 1.01e+08 1.98e+07 / 1.98e+07 3.48e+07 / 3.61e+07 2.45 / 2.25 Steel_1_1_94 2.03e+08 / 2.07e+08 4.71e+07 / 4.76e+07 5.87e+07 / 6.25e+07 2.66 / 2.55 Steel_1_1_95 1.09e+08 / 1.05e+08 2.50e+07 / 2.50e+07 3.48e+07 / 3.68e+07 2.41 / 2.16 Steel_1_1_96 1.63e+08 / 1.79e+08 4.07e+07 / 4.25e+07 4.78e+07 / 5.23e+07 2.55 / 2.61 Steel_1_1_97 6.71e+07 / 6.70e+07 1.02e+07 / 1.02e+07 1.90e+07 / 2.24e+07 3.00 / 2.54 Steel_1_1_98 1.04e+08 / 9.97e+07 2.19e+07 / 2.20e+07 3.31e+07 / 3.60e+07 2.48 / 2.16 Steel_1_1_99 3.77e+07 / 3.76e+07 5.16e+06 / 5.16e+06 1.18e+07 / 1.37e+07 2.75 / 2.37 Steel_1_1_100 2.15e+08 / 2.10e+08 6.34e+07 / 6.36e+07 7.82e+07 / 8.22e+07 1.94 / 1.78 Table 6 - Strength I Flexure - SLG Demands & Rating - Single-Span Steel Suite 2 Bridge ID Mn (+) [lb-in.] Int/Ext Factored DC1 + DC2 (+) [lb-in.] Int/Ext Factored LL (+) [lb- in.] Int/Ext St1M Inventory Rating (+) Int/Ext Steel_1_2_1 2.28e+08 / 2.24e+08 6.75e+07 / 6.77e+07 8.02e+07 / 8.32e+07 2.01 / 1.88 Steel_1_2_2 2.03e+08 / 1.95e+08 5.58e+07 / 5.58e+07 7.57e+07 / 7.91e+07 1.95 / 1.76 Steel_1_2_3 1.36e+08 / 1.47e+08 2.99e+07 / 3.10e+07 4.61e+07 / 4.71e+07 2.29 / 2.46 Steel_1_2_4 3.96e+07 / 3.54e+07 5.93e+06 / 5.86e+06 1.41e+07 / 1.46e+07 2.39 / 2.03 Steel_1_2_5 1.20e+08 / 1.16e+08 2.61e+07 / 2.62e+07 4.23e+07 / 4.38e+07 2.22 / 2.05 Steel_1_2_6 1.43e+08 / 1.72e+08 3.00e+07 / 3.21e+07 4.51e+07 / 4.73e+07 2.50 / 2.96 Steel_1_2_7 1.15e+08 / 1.16e+08 2.25e+07 / 2.26e+07 3.95e+07 / 4.15e+07 2.35 / 2.25 Steel_1_2_8 9.62e+07 / 8.95e+07 1.89e+07 / 1.89e+07 3.68e+07 / 3.71e+07 2.10 / 1.91 Steel_1_2_9 1.47e+08 / 1.59e+08 3.33e+07 / 3.42e+07 4.36e+07 / 4.58e+07 2.61 / 2.72 Steel_1_2_10 2.18e+08 / 2.15e+08 4.51e+07 / 4.50e+07 5.21e+07 / 5.81e+07 3.32 / 2.93 Steel_1_2_11 5.38e+07 / 5.33e+07 7.97e+06 / 7.98e+06 1.77e+07 / 1.89e+07 2.60 / 2.39 Steel_1_2_12 9.08e+07 / 8.66e+07 1.70e+07 / 1.70e+07 3.53e+07 / 3.58e+07 2.09 / 1.94 Steel_1_2_13 7.63e+07 / 7.51e+07 1.17e+07 / 1.17e+07 2.33e+07 / 2.40e+07 2.77 / 2.64 Steel_1_2_14 4.09e+07 / 3.77e+07 5.34e+06 / 5.34e+06 1.62e+07 / 1.55e+07 2.20 / 2.09 Steel_1_2_15 4.97e+07 / 4.45e+07 8.93e+06 / 8.93e+06 2.14e+07 / 2.16e+07 1.90 / 1.65 Steel_1_2_16 4.61e+07 / 4.57e+07 6.12e+06 / 6.12e+06 1.46e+07 / 1.56e+07 2.74 / 2.53 Steel_1_2_17 2.40e+08 / 2.27e+08 5.35e+07 / 5.33e+07 6.61e+07 / 7.06e+07 2.82 / 2.46 Steel_1_2_18 3.88e+07 / 3.75e+07 5.72e+06 / 5.72e+06 1.27e+07 / 1.34e+07 2.60 / 2.38 Steel_1_2_19 1.26e+08 / 1.20e+08 2.78e+07 / 3.08e+07 4.04e+07 / 4.36e+07 2.44 / 2.05 Steel_1_2_20 1.19e+08 / 1.30e+08 2.43e+07 / 2.52e+07 4.19e+07 / 4.38e+07 2.27 / 2.40 Steel_1_2_21 1.05e+08 / 1.04e+08 1.86e+07 / 1.86e+07 3.02e+07 / 3.26e+07 2.86 / 2.62 Steel_1_2_22 1.51e+08 / 1.57e+08 3.03e+07 / 3.10e+07 4.70e+07 / 4.87e+07 2.57 / 2.58 Steel_1_2_23 4.85e+07 / 3.09e+07 5.61e+06 / 4.93e+06 1.32e+07 / 1.35e+07 3.26 / 1.93 Steel_1_2_24 1.94e+08 / 2.01e+08 4.64e+07 / 4.71e+07 6.67e+07 / 6.97e+07 2.21 / 2.21 Steel_1_2_25 4.22e+07 / 3.83e+07 6.67e+06 / 6.72e+06 1.50e+07 / 1.51e+07 2.37 / 2.09 Steel_1_2_26 6.55e+07 / 1.15e+08 1.04e+07 / 1.29e+07 2.53e+07 / 2.57e+07 2.18 / 3.98 Steel_1_2_27 1.72e+08 / 1.86e+08 5.50e+07 / 5.70e+07 7.50e+07 / 7.70e+07 1.57 / 1.68 Steel_1_2_28 2.17e+08 / 2.12e+08 4.54e+07 / 4.53e+07 5.29e+07 / 5.74e+07 3.24 / 2.91 Steel_1_2_29 2.06e+08 / 2.09e+08 5.04e+07 / 5.10e+07 5.89e+07 / 6.20e+07 2.65 / 2.55 Steel_1_2_30 1.48e+08 / 1.43e+08 3.79e+07 / 3.80e+07 6.10e+07 / 6.16e+07 1.80 / 1.71
A-16 Steel_1_2_31 5.03e+07 / 4.89e+07 8.07e+06 / 8.08e+06 1.72e+07 / 1.76e+07 2.46 / 2.31 Steel_1_2_32 1.61e+08 / 1.54e+08 5.10e+07 / 5.11e+07 5.96e+07 / 6.61e+07 1.84 / 1.55 Steel_1_2_33 4.31e+07 / 3.88e+07 6.45e+06 / 6.46e+06 1.56e+07 / 1.54e+07 2.35 / 2.10 Steel_1_2_34 1.55e+08 / 1.57e+08 4.03e+07 / 4.05e+07 5.18e+07 / 5.61e+07 2.22 / 2.08 Steel_1_2_35 2.26e+08 / 2.19e+08 6.30e+07 / 6.31e+07 7.53e+07 / 7.83e+07 2.16 / 1.99 Steel_1_2_36 6.40e+07 / 6.14e+07 9.05e+06 / 9.04e+06 1.85e+07 / 1.85e+07 2.96 / 2.83 Steel_1_2_37 1.23e+08 / 1.31e+08 2.91e+07 / 3.02e+07 4.92e+07 / 5.03e+07 1.90 / 2.00 Steel_1_2_38 1.30e+08 / 1.30e+08 2.36e+07 / 2.36e+07 3.24e+07 / 3.86e+07 3.30 / 2.76 Steel_1_2_39 1.86e+08 / 2.02e+08 5.57e+07 / 5.75e+07 6.92e+07 / 7.52e+07 1.88 / 1.93 Steel_1_2_40 4.88e+07 / 9.27e+07 8.27e+06 / 1.07e+07 1.85e+07 / 1.90e+07 2.20 / 4.33 Steel_1_2_41 1.28e+08 / 1.28e+08 2.35e+07 / 2.35e+07 3.18e+07 / 3.63e+07 3.29 / 2.87 Steel_1_2_42 2.65e+08 / 2.25e+08 8.27e+07 / 7.94e+07 8.78e+07 / 9.42e+07 2.07 / 1.55 Steel_1_2_43 7.28e+07 / 6.84e+07 1.60e+07 / 1.61e+07 2.62e+07 / 2.69e+07 2.17 / 1.95 Steel_1_2_44 9.25e+07 / 8.68e+07 2.02e+07 / 2.02e+07 3.46e+07 / 3.75e+07 2.09 / 1.78 Steel_1_2_45 8.23e+07 / 7.95e+07 1.33e+07 / 1.34e+07 2.94e+07 / 3.02e+07 2.34 / 2.19 Steel_1_2_46 1.71e+08 / 1.72e+08 3.17e+07 / 3.17e+07 4.16e+07 / 4.21e+07 3.34 / 3.32 Steel_1_2_47 1.62e+08 / 1.58e+08 3.42e+07 / 3.42e+07 4.25e+07 / 4.38e+07 3.00 / 2.83 Steel_1_2_48 1.99e+08 / 2.06e+08 4.53e+07 / 4.59e+07 4.93e+07 / 5.13e+07 3.11 / 3.13 Steel_1_2_49 6.31e+07 / 6.04e+07 1.11e+07 / 1.11e+07 2.18e+07 / 2.32e+07 2.39 / 2.13 Steel_1_2_50 1.61e+08 / 1.57e+08 3.80e+07 / 3.80e+07 4.95e+07 / 5.26e+07 2.48 / 2.26 Steel_1_2_51 9.26e+07 / 8.86e+07 1.61e+07 / 1.61e+07 2.79e+07 / 2.86e+07 2.75 / 2.54 Steel_1_2_52 2.19e+08 / 2.21e+08 6.25e+07 / 6.33e+07 6.95e+07 / 7.49e+07 2.25 / 2.11 Steel_1_2_53 3.36e+07 / 3.08e+07 3.57e+06 / 3.57e+06 1.00e+07 / 1.04e+07 2.99 / 2.63 Steel_1_2_54 3.88e+07 / 3.46e+07 6.13e+06 / 6.14e+06 1.70e+07 / 1.77e+07 1.92 / 1.61 Steel_1_2_55 3.19e+07 / 2.83e+07 3.25e+06 / 3.22e+06 1.07e+07 / 1.07e+07 2.67 / 2.36 Steel_1_2_56 7.03e+07 / 6.64e+07 1.24e+07 / 1.24e+07 2.46e+07 / 2.65e+07 2.35 / 2.04 Steel_1_2_57 1.51e+08 / 1.51e+08 3.06e+07 / 3.07e+07 4.26e+07 / 4.53e+07 2.82 / 2.65 Steel_1_2_58 9.27e+07 / 9.25e+07 1.54e+07 / 1.54e+07 2.42e+07 / 2.82e+07 3.20 / 2.74 Steel_1_2_59 1.39e+08 / 1.38e+08 2.37e+07 / 2.37e+07 3.24e+07 / 3.77e+07 3.57 / 3.03 Steel_1_2_60 1.11e+08 / 1.09e+08 2.74e+07 / 2.76e+07 4.15e+07 / 4.27e+07 2.03 / 1.90 Steel_1_2_61 1.19e+08 / 1.12e+08 2.61e+07 / 2.60e+07 3.98e+07 / 4.30e+07 2.34 / 1.99 Steel_1_2_62 1.09e+08 / 1.05e+08 2.69e+07 / 2.70e+07 3.98e+07 / 4.30e+07 2.07 / 1.81 Steel_1_2_63 6.58e+07 / 7.95e+07 1.09e+07 / 1.17e+07 1.96e+07 / 1.98e+07 2.80 / 3.42 Steel_1_2_64 7.49e+07 / 7.03e+07 1.51e+07 / 1.51e+07 2.39e+07 / 2.60e+07 2.50 / 2.12 Steel_1_2_65 1.87e+08 / 3.43e+08 4.17e+07 / 5.32e+07 6.63e+07 / 6.66e+07 2.19 / 4.36 Steel_1_2_66 2.02e+08 / 2.01e+08 5.70e+07 / 5.71e+07 5.86e+07 / 6.30e+07 2.48 / 2.28 Steel_1_2_67 6.07e+07 / 5.50e+07 1.06e+07 / 1.06e+07 2.20e+07 / 2.29e+07 2.28 / 1.94 Steel_1_2_68 3.58e+07 / 3.15e+07 4.37e+06 / 4.37e+06 1.17e+07 / 1.17e+07 2.67 / 2.32 Steel_1_2_69 1.63e+08 / 1.60e+08 3.79e+07 / 3.80e+07 5.03e+07 / 5.33e+07 2.48 / 2.28 Steel_1_2_70 5.28e+07 / 4.46e+07 9.67e+06 / 9.59e+06 2.36e+07 / 2.35e+07 1.83 / 1.49 Steel_1_2_71 6.18e+07 / 5.98e+07 9.34e+06 / 9.35e+06 2.18e+07 / 2.21e+07 2.41 / 2.29 Steel_1_2_72 9.28e+07 / 9.23e+07 1.29e+07 / 1.29e+07 2.42e+07 / 2.67e+07 3.31 / 2.97 Steel_1_2_73 2.07e+08 / 2.02e+08 5.00e+07 / 5.01e+07 6.89e+07 / 7.04e+07 2.27 / 2.16 Steel_1_2_74 1.39e+08 / 1.50e+08 2.52e+07 / 2.60e+07 3.83e+07 / 3.93e+07 2.96 / 3.16 Steel_1_2_75 9.79e+07 / 8.53e+07 2.23e+07 / 2.21e+07 4.06e+07 / 4.17e+07 1.86 / 1.52 Steel_1_2_76 1.68e+08 / 1.67e+08 2.79e+07 / 2.79e+07 4.02e+07 / 4.52e+07 3.48 / 3.08 Steel_1_2_77 3.56e+07 / 3.43e+07 4.54e+06 / 4.60e+06 1.28e+07 / 1.32e+07 2.44 / 2.25 Steel_1_2_78 1.05e+08 / 1.20e+08 1.67e+07 / 1.75e+07 2.33e+07 / 2.61e+07 3.81 / 3.92
A-17 Steel_1_2_79 1.53e+08 / 1.65e+08 3.71e+07 / 3.88e+07 4.01e+07 / 4.34e+07 2.89 / 2.92 Steel_1_2_80 9.95e+07 / 9.02e+07 1.95e+07 / 1.93e+07 3.71e+07 / 3.85e+07 2.16 / 1.84 Steel_1_2_81 1.23e+08 / 1.17e+08 2.41e+07 / 2.40e+07 3.57e+07 / 3.82e+07 2.77 / 2.43 Steel_1_2_82 2.58e+07 / 2.41e+07 2.76e+06 / 2.74e+06 9.05e+06 / 9.19e+06 2.55 / 2.33 Steel_1_2_83 2.61e+08 / 2.38e+08 6.08e+07 / 6.01e+07 7.20e+07 / 7.66e+07 2.78 / 2.32 Steel_1_2_84 1.55e+08 / 1.31e+08 3.22e+07 / 3.02e+07 3.91e+07 / 4.02e+07 3.15 / 2.52 Steel_1_2_85 1.79e+08 / 1.59e+08 3.91e+07 / 3.77e+07 4.95e+07 / 5.28e+07 2.83 / 2.30 Steel_1_2_86 4.36e+07 / 4.28e+07 5.37e+06 / 5.37e+06 1.45e+07 / 1.48e+07 2.64 / 2.53 Steel_1_2_87 2.04e+08 / 2.02e+08 5.25e+07 / 5.24e+07 5.23e+07 / 5.68e+07 2.90 / 2.64 Steel_1_2_88 3.91e+07 / 3.90e+07 5.15e+06 / 5.20e+06 1.42e+07 / 1.43e+07 2.39 / 2.37 Steel_1_2_89 1.85e+08 / 1.80e+08 4.32e+07 / 4.31e+07 4.93e+07 / 5.33e+07 2.88 / 2.56 Steel_1_2_90 4.33e+07 / 3.98e+07 6.24e+06 / 6.25e+06 1.41e+07 / 1.49e+07 2.63 / 2.25 Steel_1_2_91 9.42e+07 / 8.58e+07 1.76e+07 / 1.75e+07 3.15e+07 / 3.38e+07 2.43 / 2.02 Steel_1_2_92 9.29e+07 / 8.64e+07 1.90e+07 / 1.91e+07 3.18e+07 / 3.22e+07 2.32 / 2.09 Steel_1_2_93 6.52e+07 / 5.98e+07 1.09e+07 / 1.09e+07 2.52e+07 / 2.58e+07 2.15 / 1.89 Steel_1_2_94 1.07e+08 / 1.26e+08 1.76e+07 / 1.86e+07 3.41e+07 / 3.50e+07 2.63 / 3.06 Steel_1_2_95 8.50e+07 / 8.17e+07 1.46e+07 / 1.46e+07 2.92e+07 / 3.07e+07 2.41 / 2.19 Steel_1_2_96 1.31e+08 / 1.28e+08 3.53e+07 / 3.55e+07 4.65e+07 / 4.89e+07 2.05 / 1.88 Steel_1_2_97 2.13e+08 / 4.08e+08 5.46e+07 / 7.23e+07 6.26e+07 / 5.97e+07 2.53 / 5.63 Steel_1_2_98 2.18e+08 / 2.31e+08 6.80e+07 / 6.94e+07 8.17e+07 / 8.72e+07 1.84 / 1.86 Steel_1_2_99 2.25e+08 / 2.17e+08 4.67e+07 / 4.66e+07 5.13e+07 / 5.25e+07 3.48 / 3.25 Steel_1_2_100 3.67e+08 / 1.97e+08 6.46e+07 / 5.13e+07 7.51e+07 / 7.41e+07 4.02 / 1.97
A-18 A.1.4 Strength I Shear â SLG Demands and Ratings Table 7 - Strength I Shear - SLG Demands & Rating - Single-Span Steel Suite 1 Bridge ID Vn [lb.] Int/Ext Factored DC1 + DC2 [lb.] Int/Ext Factored LL [lb.] Int/Ext St1V Inventory Rating Int/Ext Steel_1_1_1 2.60e+05 / 2.26e+05 6.30e+04 / 6.26e+04 1.92e+05 / 1.59e+05 1.03 / 1.03 Steel_1_1_2 3.46e+05 / 1.38e+05 3.08e+04 / 2.87e+04 1.28e+05 / 1.06e+05 2.46 / 1.03 Steel_1_1_3 3.34e+05 / 1.10e+06 8.06e+04 / 8.32e+04 2.46e+05 / 2.03e+05 1.03 / 5.02 Steel_1_1_4 3.89e+05 / 3.41e+05 1.23e+05 / 1.24e+05 2.57e+05 / 2.09e+05 1.03 / 1.04 Steel_1_1_5 4.39e+05 / 3.87e+05 1.45e+05 / 1.45e+05 2.84e+05 / 2.31e+05 1.04 / 1.05 Steel_1_1_6 2.75e+05 / 7.95e+05 6.87e+04 / 7.05e+04 2.01e+05 / 1.62e+05 1.02 / 4.47 Steel_1_1_7 2.41e+05 / 1.86e+05 3.87e+04 / 3.84e+04 1.73e+05 / 1.44e+05 1.17 / 1.03 Steel_1_1_8 4.40e+05 / 3.71e+05 1.30e+05 / 1.28e+05 2.93e+05 / 2.33e+05 1.06 / 1.04 Steel_1_1_9 4.21e+05 / 3.70e+05 1.20e+05 / 1.20e+05 2.92e+05 / 2.41e+05 1.03 / 1.04 Steel_1_1_10 1.95e+05 / 1.68e+05 3.28e+04 / 3.28e+04 1.59e+05 / 1.32e+05 1.02 / 1.02 Steel_1_1_11 3.40e+05 / 3.01e+05 1.14e+05 / 1.14e+05 2.15e+05 / 1.76e+05 1.05 / 1.06 Steel_1_1_12 1.56e+05 / 1.35e+05 2.56e+04 / 2.56e+04 1.29e+05 / 1.07e+05 1.02 / 1.02 Steel_1_1_13 3.43e+05 / 2.89e+05 7.72e+04 / 7.80e+04 2.61e+05 / 2.05e+05 1.02 / 1.03 Steel_1_1_14 2.51e+05 / 2.17e+05 5.79e+04 / 5.80e+04 1.87e+05 / 1.52e+05 1.03 / 1.04 Steel_1_1_15 2.72e+05 / 2.72e+05 5.77e+04 / 5.79e+04 2.09e+05 / 1.72e+05 1.03 / 1.25 Steel_1_1_16 1.84e+06 / 2.47e+05 9.50e+04 / 7.46e+04 2.00e+05 / 1.67e+05 8.71 / 1.03 Steel_1_1_17 1.34e+06 / 1.60e+06 1.86e+05 / 1.63e+05 3.30e+05 / 2.67e+05 3.51 / 5.38 Steel_1_1_18 1.71e+05 / 1.71e+05 2.66e+04 / 2.66e+04 1.17e+05 / 1.02e+05 1.24 / 1.41 Steel_1_1_19 3.92e+05 / 3.39e+05 1.28e+05 / 1.28e+05 2.41e+05 / 2.00e+05 1.09 / 1.05 Steel_1_1_20 1.83e+05 / 1.55e+05 3.45e+04 / 3.44e+04 1.47e+05 / 1.16e+05 1.02 / 1.04 Steel_1_1_21 2.66e+05 / 2.26e+05 7.40e+04 / 7.40e+04 1.85e+05 / 1.46e+05 1.04 / 1.05 Steel_1_1_22 2.59e+05 / 2.17e+05 5.54e+04 / 5.54e+04 1.98e+05 / 1.55e+05 1.03 / 1.04 Steel_1_1_23 2.56e+05 / 2.21e+05 6.85e+04 / 6.85e+04 1.84e+05 / 1.49e+05 1.02 / 1.03 Steel_1_1_24 1.71e+05 / 1.71e+05 2.71e+04 / 2.72e+04 1.31e+05 / 1.08e+05 1.10 / 1.33 Steel_1_1_25 3.09e+05 / 2.60e+05 6.44e+04 / 6.43e+04 2.30e+05 / 1.89e+05 1.06 / 1.04 Steel_1_1_26 1.54e+06 / 2.11e+05 7.49e+04 / 6.13e+04 1.75e+05 / 1.45e+05 8.41 / 1.03 Steel_1_1_27 4.02e+05 / 3.55e+05 1.19e+05 / 1.19e+05 2.75e+05 / 2.28e+05 1.03 / 1.04 Steel_1_1_28 2.66e+05 / 2.26e+05 5.64e+04 / 5.65e+04 2.02e+05 / 1.64e+05 1.04 / 1.03 Steel_1_1_29 1.65e+05 / 1.35e+05 2.22e+04 / 2.21e+04 1.11e+05 / 9.19e+04 1.28 / 1.23 Steel_1_1_30 2.41e+05 / 8.96e+05 5.73e+04 / 5.93e+04 1.81e+05 / 1.45e+05 1.02 / 5.78 Steel_1_1_31 1.71e+05 / 1.71e+05 2.10e+04 / 2.10e+04 1.01e+05 / 8.97e+04 1.48 / 1.67 Steel_1_1_32 2.11e+05 / 1.77e+05 3.86e+04 / 3.89e+04 1.68e+05 / 1.33e+05 1.02 / 1.04 Steel_1_1_33 2.51e+05 / 2.15e+05 6.36e+04 / 6.36e+04 1.83e+05 / 1.47e+05 1.02 / 1.03 Steel_1_1_34 1.81e+05 / 1.65e+05 4.04e+04 / 4.03e+04 1.38e+05 / 1.10e+05 1.02 / 1.13 Steel_1_1_35 2.28e+05 / 1.97e+05 5.43e+04 / 5.43e+04 1.70e+05 / 1.39e+05 1.02 / 1.03 Steel_1_1_36 2.64e+05 / 2.27e+05 6.70e+04 / 6.71e+04 1.91e+05 / 1.54e+05 1.03 / 1.04 Steel_1_1_37 1.65e+06 / 3.06e+05 1.34e+05 / 1.12e+05 2.23e+05 / 1.86e+05 6.82 / 1.05 Steel_1_1_38 2.64e+05 / 2.26e+05 5.49e+04 / 5.44e+04 2.03e+05 / 1.67e+05 1.03 / 1.03 Steel_1_1_39 4.96e+05 / 1.55e+06 1.42e+05 / 1.45e+05 3.45e+05 / 2.71e+05 1.03 / 5.19 Steel_1_1_40 2.34e+05 / 1.82e+05 4.84e+04 / 4.80e+04 1.59e+05 / 1.31e+05 1.17 / 1.02 Steel_1_1_41 3.32e+05 / 2.85e+05 8.22e+04 / 8.20e+04 2.44e+05 / 1.97e+05 1.02 / 1.03
A-19 Steel_1_1_42 2.85e+05 / 2.54e+05 7.57e+04 / 7.56e+04 2.03e+05 / 1.72e+05 1.03 / 1.04 Steel_1_1_43 1.22e+06 / 2.07e+05 7.07e+04 / 6.73e+04 1.69e+05 / 1.34e+05 6.80 / 1.04 Steel_1_1_44 1.97e+05 / 1.77e+05 5.16e+04 / 5.16e+04 1.41e+05 / 1.21e+05 1.03 / 1.04 Steel_1_1_45 3.71e+05 / 1.51e+06 1.08e+05 / 1.14e+05 2.54e+05 / 2.02e+05 1.03 / 6.89 Steel_1_1_46 4.03e+05 / 3.58e+05 1.28e+05 / 1.28e+05 2.68e+05 / 2.22e+05 1.03 / 1.04 Steel_1_1_47 3.94e+05 / 1.57e+06 1.12e+05 / 1.16e+05 2.71e+05 / 2.14e+05 1.04 / 6.79 Steel_1_1_48 2.29e+05 / 2.17e+05 4.97e+04 / 5.01e+04 1.75e+05 / 1.44e+05 1.02 / 1.16 Steel_1_1_49 2.69e+05 / 2.34e+05 5.65e+04 / 5.65e+04 2.08e+05 / 1.72e+05 1.02 / 1.03 Steel_1_1_50 3.88e+05 / 3.31e+05 1.08e+05 / 1.08e+05 2.70e+05 / 2.12e+05 1.04 / 1.05 Steel_1_1_51 2.31e+05 / 2.00e+05 4.52e+04 / 4.54e+04 1.83e+05 / 1.52e+05 1.02 / 1.02 Steel_1_1_52 4.30e+05 / 1.68e+06 1.03e+05 / 1.07e+05 3.20e+05 / 2.55e+05 1.02 / 6.15 Steel_1_1_53 1.28e+06 / 6.39e+05 1.03e+05 / 1.01e+05 2.13e+05 / 1.77e+05 5.51 / 3.04 Steel_1_1_54 1.47e+05 / 1.35e+05 2.32e+04 / 2.32e+04 1.22e+05 / 1.09e+05 1.02 / 1.02 Steel_1_1_55 2.35e+05 / 2.11e+05 7.35e+04 / 7.35e+04 1.57e+05 / 1.33e+05 1.03 / 1.03 Steel_1_1_56 2.02e+06 / 3.46e+05 1.64e+05 / 1.22e+05 2.67e+05 / 2.16e+05 6.93 / 1.04 Steel_1_1_57 3.90e+05 / 1.44e+06 1.18e+05 / 1.22e+05 2.64e+05 / 2.13e+05 1.03 / 6.16 Steel_1_1_58 3.67e+05 / 3.28e+05 1.27e+05 / 1.27e+05 2.30e+05 / 1.91e+05 1.05 / 1.06 Steel_1_1_59 2.54e+05 / 2.23e+05 7.63e+04 / 7.62e+04 1.73e+05 / 1.42e+05 1.03 / 1.04 Steel_1_1_60 3.09e+05 / 2.65e+05 6.20e+04 / 6.27e+04 2.42e+05 / 1.97e+05 1.02 / 1.03 Steel_1_1_61 2.02e+06 / 2.61e+05 9.56e+04 / 8.85e+04 2.00e+05 / 1.65e+05 9.62 / 1.04 Steel_1_1_62 2.37e+05 / 2.04e+05 4.51e+04 / 4.51e+04 1.87e+05 / 1.52e+05 1.03 / 1.04 Steel_1_1_63 3.42e+05 / 2.91e+05 8.19e+04 / 8.18e+04 2.50e+05 / 2.02e+05 1.04 / 1.04 Steel_1_1_64 1.44e+05 / 5.32e+05 1.89e+04 / 2.10e+04 1.24e+05 / 1.02e+05 1.01 / 5.00 Steel_1_1_65 3.42e+05 / 2.99e+05 8.32e+04 / 8.33e+04 2.51e+05 / 2.08e+05 1.03 / 1.04 Steel_1_1_66 4.66e+05 / 4.00e+05 1.30e+05 / 1.30e+05 3.27e+05 / 2.59e+05 1.03 / 1.04 Steel_1_1_67 2.91e+05 / 2.59e+05 9.82e+04 / 9.82e+04 1.86e+05 / 1.54e+05 1.04 / 1.04 Steel_1_1_68 1.25e+06 / 9.18e+05 7.00e+04 / 6.90e+04 2.10e+05 / 1.68e+05 5.63 / 5.06 Steel_1_1_69 2.23e+05 / 1.87e+05 3.48e+04 / 3.49e+04 1.86e+05 / 1.50e+05 1.01 / 1.02 Steel_1_1_70 2.55e+05 / 2.13e+05 4.52e+04 / 4.53e+04 2.06e+05 / 1.63e+05 1.02 / 1.03 Steel_1_1_71 2.75e+05 / 9.71e+05 8.17e+04 / 8.54e+04 1.87e+05 / 1.49e+05 1.04 / 5.94 Steel_1_1_72 2.56e+05 / 1.19e+06 6.31e+04 / 6.63e+04 1.89e+05 / 1.53e+05 1.02 / 7.37 Steel_1_1_73 1.78e+05 / 1.61e+05 3.93e+04 / 3.91e+04 1.35e+05 / 1.18e+05 1.02 / 1.03 Steel_1_1_74 3.61e+05 / 1.08e+06 1.18e+05 / 1.22e+05 2.34e+05 / 1.93e+05 1.04 / 4.94 Steel_1_1_75 3.14e+05 / 2.67e+05 9.16e+04 / 9.16e+04 2.16e+05 / 1.70e+05 1.03 / 1.03 Steel_1_1_76 2.82e+05 / 2.45e+05 6.09e+04 / 6.08e+04 2.14e+05 / 1.78e+05 1.03 / 1.04 Steel_1_1_77 3.01e+05 / 2.64e+05 9.45e+04 / 9.49e+04 1.99e+05 / 1.62e+05 1.03 / 1.05 Steel_1_1_78 3.75e+05 / 1.69e+06 1.03e+05 / 1.06e+05 2.62e+05 / 2.10e+05 1.04 / 7.54 Steel_1_1_79 9.87e+05 / 1.73e+05 4.17e+04 / 4.00e+04 1.49e+05 / 1.29e+05 6.34 / 1.03 Steel_1_1_80 3.34e+05 / 2.95e+05 9.71e+04 / 9.73e+04 2.27e+05 / 1.88e+05 1.04 / 1.05 Steel_1_1_81 2.39e+05 / 2.05e+05 4.68e+04 / 4.71e+04 1.89e+05 / 1.55e+05 1.02 / 1.02 Steel_1_1_82 2.04e+06 / 1.33e+06 1.42e+05 / 1.52e+05 2.47e+05 / 2.03e+05 7.68 / 5.79 Steel_1_1_83 2.31e+05 / 2.00e+05 4.71e+04 / 4.72e+04 1.78e+05 / 1.47e+05 1.03 / 1.04 Steel_1_1_84 3.21e+05 / 2.73e+05 6.33e+04 / 6.37e+04 2.50e+05 / 2.01e+05 1.03 / 1.04 Steel_1_1_85 2.14e+05 / 1.71e+05 3.06e+04 / 3.05e+04 1.41e+05 / 1.16e+05 1.30 / 1.21 Steel_1_1_86 2.38e+05 / 2.11e+05 6.53e+04 / 6.53e+04 1.67e+05 / 1.40e+05 1.03 / 1.04 Steel_1_1_87 2.12e+05 / 1.85e+05 4.75e+04 / 4.76e+04 1.60e+05 / 1.33e+05 1.03 / 1.03 Steel_1_1_88 4.47e+05 / 1.35e+06 1.32e+05 / 1.49e+05 3.06e+05 / 2.44e+05 1.03 / 4.93 Steel_1_1_89 4.03e+05 / 3.49e+05 9.74e+04 / 9.76e+04 2.96e+05 / 2.41e+05 1.03 / 1.04
A-20 Steel_1_1_90 1.70e+05 / 1.72e+05 2.70e+04 / 2.73e+04 1.41e+05 / 1.13e+05 1.02 / 1.28 Steel_1_1_91 2.28e+05 / 1.93e+05 3.79e+04 / 3.83e+04 1.87e+05 / 1.52e+05 1.02 / 1.02 Steel_1_1_92 3.11e+05 / 2.65e+05 8.36e+04 / 8.32e+04 2.20e+05 / 1.74e+05 1.03 / 1.04 Steel_1_1_93 2.99e+05 / 2.62e+05 7.05e+04 / 7.06e+04 2.24e+05 / 1.84e+05 1.02 / 1.04 Steel_1_1_94 3.80e+05 / 5.02e+05 1.09e+05 / 1.10e+05 2.63e+05 / 2.17e+05 1.03 / 1.80 Steel_1_1_95 3.36e+05 / 2.93e+05 7.25e+04 / 7.27e+04 2.55e+05 / 2.12e+05 1.03 / 1.04 Steel_1_1_96 3.46e+05 / 1.34e+06 9.92e+04 / 1.04e+05 2.41e+05 / 1.98e+05 1.02 / 6.22 Steel_1_1_97 1.64e+05 / 1.55e+05 4.16e+04 / 4.15e+04 1.20e+05 / 1.09e+05 1.02 / 1.05 Steel_1_1_98 2.93e+05 / 2.56e+05 7.20e+04 / 7.21e+04 2.16e+05 / 1.79e+05 1.02 / 1.02 Steel_1_1_99 1.53e+05 / 1.52e+05 2.85e+04 / 2.85e+04 1.23e+05 / 1.09e+05 1.02 / 1.13 Steel_1_1_100 4.39e+05 / 3.81e+05 1.37e+05 / 1.37e+05 2.92e+05 / 2.33e+05 1.03 / 1.04 Table 8 - Strength I Shear - SLG Demands & Rating - Single-Span Steel Suite 2 Bridge ID Vn [lb.] Int/Ext Factored DC1 + DC2 [lb.] Int/Ext Factored LL [lb.] Int/Ext St1V Inventory Rating Int/Ext Steel_1_2_1 4.55e+05 / 3.93e+05 1.41e+05 / 1.42e+05 3.03e+05 / 2.40e+05 1.03 / 1.04 Steel_1_2_2 3.81e+05 / 3.34e+05 1.20e+05 / 1.20e+05 2.52e+05 / 2.06e+05 1.04 / 1.04 Steel_1_2_3 3.57e+05 / 1.40e+06 8.70e+04 / 9.02e+04 2.65e+05 / 2.15e+05 1.02 / 6.11 Steel_1_2_4 1.95e+05 / 1.64e+05 3.31e+04 / 3.27e+04 1.58e+05 / 1.29e+05 1.03 / 1.02 Steel_1_2_5 3.38e+05 / 2.91e+05 8.22e+04 / 8.24e+04 2.50e+05 / 2.03e+05 1.02 / 1.03 Steel_1_2_6 3.36e+05 / 3.03e+05 8.43e+04 / 9.08e+04 2.43e+05 / 1.98e+05 1.04 / 1.07 Steel_1_2_7 2.88e+05 / 2.52e+05 7.04e+04 / 7.09e+04 2.12e+05 / 1.76e+05 1.03 / 1.03 Steel_1_2_8 2.94e+05 / 2.49e+05 7.16e+04 / 7.17e+04 2.17e+05 / 1.72e+05 1.03 / 1.03 Steel_1_2_9 3.21e+05 / 1.04e+06 8.21e+04 / 8.46e+04 2.30e+05 / 1.89e+05 1.04 / 5.08 Steel_1_2_10 2.74e+05 / 2.54e+05 9.17e+04 / 9.16e+04 1.75e+05 / 1.49e+05 1.05 / 1.09 Steel_1_2_11 1.71e+05 / 1.71e+05 3.61e+04 / 3.61e+04 1.24e+05 / 1.05e+05 1.09 / 1.29 Steel_1_2_12 2.71e+05 / 2.35e+05 6.23e+04 / 6.24e+04 2.03e+05 / 1.66e+05 1.03 / 1.04 Steel_1_2_13 1.84e+05 / 1.58e+05 4.56e+04 / 4.56e+04 1.35e+05 / 1.09e+05 1.02 / 1.03 Steel_1_2_14 2.32e+05 / 1.91e+05 3.50e+04 / 3.50e+04 1.92e+05 / 1.52e+05 1.02 / 1.03 Steel_1_2_15 2.60e+05 / 2.19e+05 4.44e+04 / 4.44e+04 2.10e+05 / 1.70e+05 1.02 / 1.03 Steel_1_2_16 1.71e+05 / 1.71e+05 3.05e+04 / 3.05e+04 1.30e+05 / 1.11e+05 1.08 / 1.26 Steel_1_2_17 4.17e+05 / 2.95e+05 1.10e+05 / 1.10e+05 2.13e+05 / 1.76e+05 1.44 / 1.05 Steel_1_2_18 1.83e+05 / 1.54e+05 3.19e+04 / 3.19e+04 1.49e+05 / 1.20e+05 1.01 / 1.02 Steel_1_2_19 2.70e+05 / 2.79e+06 7.88e+04 / 8.79e+04 1.84e+05 / 1.52e+05 1.04 / 17.78 Steel_1_2_20 3.10e+05 / 1.55e+06 7.65e+04 / 7.95e+04 2.25e+05 / 1.84e+05 1.04 / 8.01 Steel_1_2_21 2.20e+05 / 1.94e+05 5.85e+04 / 5.85e+04 1.58e+05 / 1.32e+05 1.02 / 1.02 Steel_1_2_22 2.80e+05 / 8.77e+05 7.81e+04 / 7.99e+04 1.95e+05 / 1.60e+05 1.03 / 4.97 Steel_1_2_23 6.92e+05 / 1.76e+05 3.78e+04 / 3.30e+04 1.62e+05 / 1.39e+05 4.03 / 1.03 Steel_1_2_24 3.44e+05 / 5.31e+05 1.02e+05 / 1.04e+05 2.32e+05 / 1.92e+05 1.04 / 2.23 Steel_1_2_25 2.82e+05 / 2.33e+05 4.05e+04 / 4.08e+04 2.38e+05 / 1.88e+05 1.01 / 1.02 Steel_1_2_26 2.28e+05 / 1.37e+06 4.69e+04 / 5.92e+04 1.76e+05 / 1.44e+05 1.03 / 9.11 Steel_1_2_27 4.25e+05 / 1.57e+06 1.26e+05 / 1.31e+05 2.90e+05 / 2.28e+05 1.03 / 6.30 Steel_1_2_28 2.89e+05 / 2.57e+05 9.39e+04 / 9.37e+04 1.89e+05 / 1.58e+05 1.03 / 1.03 Steel_1_2_29 4.17e+05 / 6.17e+05 1.14e+05 / 1.15e+05 2.94e+05 / 2.40e+05 1.03 / 2.09 Steel_1_2_30 3.63e+05 / 3.12e+05 1.01e+05 / 1.01e+05 2.55e+05 / 2.03e+05 1.03 / 1.04 Steel_1_2_31 1.71e+05 / 1.71e+05 3.89e+04 / 3.89e+04 1.25e+05 / 9.91e+04 1.05 / 1.33
A-21 Steel_1_2_32 3.94e+05 / 3.46e+05 1.21e+05 / 1.21e+05 2.66e+05 / 2.18e+05 1.03 / 1.03 Steel_1_2_33 2.77e+05 / 2.21e+05 4.14e+04 / 4.15e+04 2.24e+05 / 1.77e+05 1.05 / 1.02 Steel_1_2_34 3.00e+05 / 2.66e+05 9.65e+04 / 9.71e+04 1.98e+05 / 1.63e+05 1.03 / 1.04 Steel_1_2_35 4.46e+05 / 3.85e+05 1.37e+05 / 1.37e+05 2.99e+05 / 2.38e+05 1.03 / 1.04 Steel_1_2_36 2.02e+05 / 1.64e+05 4.06e+04 / 4.05e+04 1.54e+05 / 1.21e+05 1.05 / 1.02 Steel_1_2_37 3.34e+05 / 1.52e+06 8.59e+04 / 8.95e+04 2.39e+05 / 1.92e+05 1.04 / 7.46 Steel_1_2_38 2.24e+05 / 2.09e+05 6.54e+04 / 6.54e+04 1.55e+05 / 1.39e+05 1.02 / 1.03 Steel_1_2_39 3.87e+05 / 1.24e+06 1.19e+05 / 1.23e+05 2.58e+05 / 2.13e+05 1.04 / 5.27 Steel_1_2_40 2.40e+05 / 1.03e+06 4.18e+04 / 5.55e+04 1.93e+05 / 1.53e+05 1.02 / 6.39 Steel_1_2_41 2.40e+05 / 2.18e+05 6.58e+04 / 6.58e+04 1.70e+05 / 1.49e+05 1.02 / 1.02 Steel_1_2_42 2.30e+06 / 4.03e+05 1.61e+05 / 1.55e+05 2.95e+05 / 2.38e+05 7.24 / 1.05 Steel_1_2_43 3.37e+05 / 2.83e+05 6.16e+04 / 6.21e+04 2.67e+05 / 2.13e+05 1.03 / 1.04 Steel_1_2_44 2.80e+05 / 2.45e+05 7.13e+04 / 7.14e+04 2.04e+05 / 1.69e+05 1.02 / 1.03 Steel_1_2_45 2.37e+05 / 2.07e+05 5.47e+04 / 5.49e+04 1.78e+05 / 1.47e+05 1.02 / 1.03 Steel_1_2_46 2.86e+05 / 2.44e+05 7.73e+04 / 7.74e+04 2.00e+05 / 1.58e+05 1.04 / 1.06 Steel_1_2_47 2.93e+05 / 2.51e+05 8.31e+04 / 8.29e+04 2.05e+05 / 1.63e+05 1.02 / 1.03 Steel_1_2_48 3.22e+05 / 4.08e+05 9.78e+04 / 9.90e+04 2.19e+05 / 1.73e+05 1.02 / 1.79 Steel_1_2_49 2.09e+05 / 1.81e+05 4.67e+04 / 4.67e+04 1.58e+05 / 1.29e+05 1.03 / 1.04 Steel_1_2_50 2.92e+05 / 2.56e+05 9.07e+04 / 9.07e+04 1.95e+05 / 1.58e+05 1.04 / 1.04 Steel_1_2_51 2.92e+05 / 2.53e+05 5.79e+04 / 5.80e+04 2.29e+05 / 1.90e+05 1.02 / 1.03 Steel_1_2_52 4.09e+05 / 7.05e+05 1.22e+05 / 1.24e+05 2.74e+05 / 2.27e+05 1.05 / 2.56 Steel_1_2_53 1.82e+05 / 1.55e+05 2.68e+04 / 2.68e+04 1.52e+05 / 1.26e+05 1.02 / 1.02 Steel_1_2_54 2.10e+05 / 1.80e+05 3.65e+04 / 3.66e+04 1.70e+05 / 1.40e+05 1.02 / 1.02 Steel_1_2_55 2.26e+05 / 1.38e+05 2.38e+04 / 2.35e+04 1.35e+05 / 1.12e+05 1.50 / 1.03 Steel_1_2_56 2.20e+05 / 1.92e+05 5.19e+04 / 5.19e+04 1.64e+05 / 1.36e+05 1.03 / 1.03 Steel_1_2_57 3.08e+05 / 2.69e+05 8.24e+04 / 8.27e+04 2.21e+05 / 1.82e+05 1.02 / 1.03 Steel_1_2_58 1.99e+05 / 1.83e+05 5.14e+04 / 5.14e+04 1.43e+05 / 1.28e+05 1.03 / 1.03 Steel_1_2_59 2.30e+05 / 2.12e+05 6.49e+04 / 6.48e+04 1.61e+05 / 1.43e+05 1.03 / 1.03 Steel_1_2_60 3.77e+05 / 3.20e+05 8.69e+04 / 8.76e+04 2.83e+05 / 2.25e+05 1.02 / 1.03 Steel_1_2_61 2.76e+05 / 2.42e+05 7.84e+04 / 7.81e+04 1.92e+05 / 1.60e+05 1.03 / 1.03 Steel_1_2_62 3.15e+05 / 2.77e+05 7.95e+04 / 7.96e+04 2.29e+05 / 1.91e+05 1.03 / 1.03 Steel_1_2_63 2.29e+05 / 1.14e+06 4.45e+04 / 4.83e+04 1.80e+05 / 1.42e+05 1.02 / 7.71 Steel_1_2_64 2.85e+05 / 2.47e+05 5.92e+04 / 5.93e+04 2.21e+05 / 1.83e+05 1.02 / 1.03 Steel_1_2_65 3.61e+05 / 1.18e+06 9.95e+04 / 1.30e+05 2.50e+05 / 2.02e+05 1.04 / 5.22 Steel_1_2_66 3.46e+05 / 3.03e+05 1.14e+05 / 1.14e+05 2.24e+05 / 1.80e+05 1.04 / 1.05 Steel_1_2_67 2.73e+05 / 2.32e+05 5.13e+04 / 5.14e+04 2.17e+05 / 1.76e+05 1.02 / 1.03 Steel_1_2_68 2.36e+05 / 1.99e+05 3.08e+04 / 3.07e+04 2.01e+05 / 1.66e+05 1.02 / 1.01 Steel_1_2_69 3.68e+05 / 3.22e+05 9.45e+04 / 9.48e+04 2.63e+05 / 2.17e+05 1.04 / 1.05 Steel_1_2_70 2.58e+05 / 2.12e+05 5.00e+04 / 4.95e+04 2.00e+05 / 1.58e+05 1.04 / 1.03 Steel_1_2_71 1.95e+05 / 1.66e+05 4.13e+04 / 4.14e+04 1.51e+05 / 1.22e+05 1.02 / 1.02 Steel_1_2_72 1.88e+05 / 1.70e+05 4.65e+04 / 4.65e+04 1.39e+05 / 1.21e+05 1.02 / 1.02 Steel_1_2_73 3.95e+05 / 3.45e+05 1.11e+05 / 1.12e+05 2.76e+05 / 2.25e+05 1.03 / 1.04 Steel_1_2_74 2.55e+05 / 9.07e+05 7.09e+04 / 7.33e+04 1.79e+05 / 1.42e+05 1.03 / 5.88 Steel_1_2_75 3.18e+05 / 2.69e+05 7.47e+04 / 7.40e+04 2.32e+05 / 1.87e+05 1.05 / 1.04 Steel_1_2_76 2.27e+05 / 2.09e+05 6.87e+04 / 6.86e+04 1.54e+05 / 1.36e+05 1.03 / 1.03 Steel_1_2_77 1.87e+05 / 2.14e+05 2.97e+04 / 3.01e+04 1.55e+05 / 1.28e+05 1.02 / 1.43 Steel_1_2_78 2.39e+05 / 1.11e+06 5.38e+04 / 5.65e+04 1.80e+05 / 1.54e+05 1.03 / 6.86 Steel_1_2_79 3.45e+05 / 1.26e+06 9.19e+04 / 9.64e+04 2.46e+05 / 2.00e+05 1.03 / 5.81
A-22 Steel_1_2_80 2.60e+05 / 2.27e+05 6.55e+04 / 6.51e+04 1.89e+05 / 1.57e+05 1.03 / 1.03 Steel_1_2_81 2.89e+05 / 2.53e+05 7.18e+04 / 7.16e+04 2.10e+05 / 1.74e+05 1.03 / 1.04 Steel_1_2_82 1.35e+05 / 1.20e+05 2.04e+04 / 2.02e+04 1.12e+05 / 9.27e+04 1.03 / 1.07 Steel_1_2_83 4.33e+05 / 3.31e+05 1.21e+05 / 1.20e+05 2.47e+05 / 2.05e+05 1.27 / 1.03 Steel_1_2_84 1.26e+06 / 2.53e+05 8.49e+04 / 7.93e+04 2.09e+05 / 1.68e+05 5.62 / 1.03 Steel_1_2_85 1.48e+06 / 2.58e+05 9.54e+04 / 9.17e+04 1.96e+05 / 1.60e+05 7.06 / 1.04 Steel_1_2_86 1.71e+05 / 1.71e+05 2.85e+04 / 2.85e+04 1.25e+05 / 1.02e+05 1.14 / 1.39 Steel_1_2_87 3.26e+05 / 2.87e+05 1.05e+05 / 1.05e+05 2.15e+05 / 1.75e+05 1.03 / 1.04 Steel_1_2_88 1.63e+05 / 2.15e+05 2.92e+04 / 2.95e+04 1.28e+05 / 1.04e+05 1.04 / 1.79 Steel_1_2_89 2.92e+05 / 2.55e+05 9.54e+04 / 9.51e+04 1.90e+05 / 1.53e+05 1.04 / 1.04 Steel_1_2_90 2.29e+05 / 1.97e+05 3.62e+04 / 3.62e+04 1.90e+05 / 1.58e+05 1.01 / 1.02 Steel_1_2_91 2.43e+05 / 2.13e+05 6.47e+04 / 6.43e+04 1.74e+05 / 1.45e+05 1.02 / 1.03 Steel_1_2_92 3.40e+05 / 2.87e+05 6.90e+04 / 6.91e+04 2.64e+05 / 2.11e+05 1.03 / 1.03 Steel_1_2_93 2.55e+05 / 2.18e+05 5.19e+04 / 5.19e+04 1.99e+05 / 1.62e+05 1.02 / 1.02 Steel_1_2_94 2.53e+05 / 1.21e+06 5.81e+04 / 6.16e+04 1.86e+05 / 1.54e+05 1.04 / 7.45 Steel_1_2_95 2.37e+05 / 2.08e+05 5.72e+04 / 5.73e+04 1.75e+05 / 1.45e+05 1.03 / 1.04 Steel_1_2_96 4.00e+05 / 3.43e+05 1.00e+05 / 1.01e+05 2.94e+05 / 2.37e+05 1.02 / 1.02 Steel_1_2_97 2.16e+06 / 1.53e+06 1.27e+05 / 1.71e+05 3.35e+05 / 2.52e+05 6.06 / 5.38 Steel_1_2_98 4.22e+05 / 8.84e+05 1.35e+05 / 1.38e+05 2.74e+05 / 2.22e+05 1.05 / 3.36 Steel_1_2_99 3.25e+05 / 2.78e+05 9.78e+04 / 9.76e+04 2.20e+05 / 1.73e+05 1.04 / 1.05 Steel_1_2_100 1.58e+06 / 3.21e+05 1.43e+05 / 1.12e+05 2.43e+05 / 2.00e+05 5.91 / 1.05
A-23 A.1.5 Service II â SLG Demands and Ratings Table 9 â Service II - SLG Demands & Rating - Single-Span Steel Suite 1 Bridge ID Fn (+) [psi] Int/Ext Factored DC1 + DC2 (+) [psi] Int/Ext Factored LL (+) [psi] Int/Ext Sv2 Inventory Rating (+) Int/Ext Steel_1_1_1 4.75e+04 / 4.75e+04 1.07e+04 / 1.22e+04 1.57e+04 / 1.81e+04 2.34 / 1.95 Steel_1_1_2 4.75e+04 / 4.75e+04 6.98e+03 / 1.01e+04 1.16e+04 / 1.66e+04 3.49 / 2.25 Steel_1_1_3 4.75e+04 / 4.75e+04 1.18e+04 / 1.17e+04 1.31e+04 / 1.32e+04 2.73 / 2.71 Steel_1_1_4 4.75e+04 / 4.75e+04 1.68e+04 / 1.64e+04 1.63e+04 / 1.70e+04 1.89 / 1.83 Steel_1_1_5 4.75e+04 / 4.75e+04 1.88e+04 / 1.91e+04 1.64e+04 / 1.84e+04 1.76 / 1.54 Steel_1_1_6 4.75e+04 / 4.75e+04 9.93e+03 / 1.00e+04 1.15e+04 / 1.14e+04 3.26 / 3.28 Steel_1_1_7 4.75e+04 / 4.75e+04 9.18e+03 / 1.09e+04 1.72e+04 / 1.96e+04 2.23 / 1.87 Steel_1_1_8 4.75e+04 / 4.75e+04 1.64e+04 / 1.76e+04 1.62e+04 / 1.81e+04 1.92 / 1.65 Steel_1_1_9 4.75e+04 / 4.75e+04 1.63e+04 / 1.62e+04 1.44e+04 / 1.55e+04 2.17 / 2.02 Steel_1_1_10 4.75e+04 / 4.75e+04 1.14e+04 / 1.14e+04 1.80e+04 / 1.91e+04 2.00 / 1.89 Steel_1_1_11 4.75e+04 / 4.75e+04 1.46e+04 / 1.44e+04 1.29e+04 / 1.38e+04 2.55 / 2.39 Steel_1_1_12 4.75e+04 / 4.75e+04 9.47e+03 / 9.41e+03 1.68e+04 / 1.74e+04 2.26 / 2.18 Steel_1_1_13 4.75e+04 / 4.75e+04 1.50e+04 / 1.24e+04 1.78e+04 / 1.63e+04 1.82 / 2.16 Steel_1_1_14 4.75e+04 / 4.75e+04 1.02e+04 / 1.01e+04 1.30e+04 / 1.35e+04 2.87 / 2.76 Steel_1_1_15 4.75e+04 / 4.75e+04 1.28e+04 / 1.25e+04 1.72e+04 / 1.78e+04 2.02 / 1.97 Steel_1_1_16 4.75e+04 / 4.75e+04 7.92e+03 / 1.10e+04 8.37e+03 / 1.53e+04 4.73 / 2.38 Steel_1_1_17 4.75e+04 / 4.75e+04 1.59e+04 / 2.10e+04 1.07e+04 / 1.62e+04 2.96 / 1.63 Steel_1_1_18 4.75e+04 / 4.75e+04 6.67e+03 / 6.66e+03 1.25e+04 / 1.36e+04 3.27 / 3.01 Steel_1_1_19 4.75e+04 / 4.75e+04 1.61e+04 / 1.70e+04 1.39e+04 / 1.64e+04 2.25 / 1.86 Steel_1_1_20 4.75e+04 / 4.75e+04 6.83e+03 / 7.50e+03 1.20e+04 / 1.27e+04 3.38 / 3.15 Steel_1_1_21 4.75e+04 / 4.75e+04 1.12e+04 / 1.12e+04 1.17e+04 / 1.21e+04 3.11 / 2.99 Steel_1_1_22 4.75e+04 / 4.75e+04 1.28e+04 / 1.27e+04 2.06e+04 / 2.04e+04 1.68 / 1.70 Steel_1_1_23 4.75e+04 / 4.75e+04 9.72e+03 / 9.64e+03 1.10e+04 / 1.15e+04 3.45 / 3.30 Steel_1_1_24 4.75e+04 / 4.75e+04 7.66e+03 / 7.63e+03 1.61e+04 / 1.62e+04 2.47 / 2.46 Steel_1_1_25 4.75e+04 / 4.75e+04 1.06e+04 / 1.14e+04 1.45e+04 / 1.57e+04 2.55 / 2.30 Steel_1_1_26 4.75e+04 / 4.75e+04 7.78e+03 / 1.05e+04 9.00e+03 / 1.49e+04 4.41 / 2.48 Steel_1_1_27 4.75e+04 / 4.75e+04 1.55e+04 / 1.52e+04 1.28e+04 / 1.38e+04 2.49 / 2.35 Steel_1_1_28 4.75e+04 / 4.75e+04 1.11e+04 / 1.10e+04 1.76e+04 / 1.82e+04 2.06 / 2.01 Steel_1_1_29 4.75e+04 / 4.75e+04 5.83e+03 / 6.95e+03 1.17e+04 / 1.32e+04 3.56 / 3.06 Steel_1_1_30 4.75e+04 / 4.75e+04 8.64e+03 / 8.46e+03 1.10e+04 / 1.05e+04 3.52 / 3.70 Steel_1_1_31 4.75e+04 / 4.75e+04 5.90e+03 / 5.90e+03 1.14e+04 / 1.26e+04 3.65 / 3.30 Steel_1_1_32 4.75e+04 / 4.75e+04 8.74e+03 / 7.73e+03 1.15e+04 / 1.09e+04 3.37 / 3.63 Steel_1_1_33 4.75e+04 / 4.75e+04 9.52e+03 / 9.44e+03 1.10e+04 / 1.15e+04 3.44 / 3.32 Steel_1_1_34 4.75e+04 / 4.75e+04 7.69e+03 / 8.18e+03 1.24e+04 / 1.31e+04 3.21 / 3.00 Steel_1_1_35 4.75e+04 / 4.75e+04 1.05e+04 / 1.05e+04 1.44e+04 / 1.53e+04 2.56 / 2.42 Steel_1_1_36 4.75e+04 / 4.75e+04 1.09e+04 / 1.08e+04 1.24e+04 / 1.30e+04 2.96 / 2.83 Steel_1_1_37 4.75e+04 / 4.75e+04 1.10e+04 / 1.48e+04 9.30e+03 / 1.56e+04 3.93 / 2.10 Steel_1_1_38 4.75e+04 / 4.75e+04 1.09e+04 / 1.41e+04 1.59e+04 / 1.93e+04 2.29 / 1.73 Steel_1_1_39 4.75e+04 / 4.75e+04 1.94e+04 / 2.01e+04 1.51e+04 / 1.55e+04 1.87 / 1.77 Steel_1_1_40 4.75e+04 / 4.75e+04 8.51e+03 / 9.93e+03 1.30e+04 / 1.51e+04 2.99 / 2.48 Steel_1_1_41 4.75e+04 / 4.75e+04 1.21e+04 / 1.27e+04 1.64e+04 / 1.73e+04 2.16 / 2.02
A-24 Steel_1_1_42 4.75e+04 / 4.75e+04 1.06e+04 / 1.05e+04 9.28e+03 / 1.04e+04 3.98 / 3.55 Steel_1_1_43 4.75e+04 / 4.75e+04 1.03e+04 / 1.02e+04 1.19e+04 / 1.30e+04 3.13 / 2.88 Steel_1_1_44 4.75e+04 / 4.75e+04 8.71e+03 / 8.68e+03 1.10e+04 / 1.23e+04 3.52 / 3.14 Steel_1_1_45 4.75e+04 / 4.75e+04 1.78e+04 / 1.65e+04 1.91e+04 / 1.77e+04 1.55 / 1.75 Steel_1_1_46 4.75e+04 / 4.75e+04 1.65e+04 / 1.63e+04 1.38e+04 / 1.50e+04 2.25 / 2.08 Steel_1_1_47 4.75e+04 / 4.75e+04 1.61e+04 / 1.72e+04 1.80e+04 / 1.80e+04 1.74 / 1.69 Steel_1_1_48 4.75e+04 / 4.75e+04 1.17e+04 / 9.91e+03 1.72e+04 / 1.67e+04 2.08 / 2.25 Steel_1_1_49 4.75e+04 / 4.75e+04 9.55e+03 / 9.87e+03 1.38e+04 / 1.47e+04 2.75 / 2.56 Steel_1_1_50 4.75e+04 / 4.75e+04 1.60e+04 / 1.44e+04 1.89e+04 / 1.79e+04 1.66 / 1.86 Steel_1_1_51 4.75e+04 / 4.75e+04 1.00e+04 / 9.50e+03 1.48e+04 / 1.53e+04 2.53 / 2.48 Steel_1_1_52 4.75e+04 / 4.75e+04 1.48e+04 / 1.72e+04 1.35e+04 / 1.42e+04 2.43 / 2.14 Steel_1_1_53 4.75e+04 / 4.75e+04 1.36e+04 / 1.28e+04 1.35e+04 / 1.44e+04 2.52 / 2.41 Steel_1_1_54 4.75e+04 / 4.75e+04 7.29e+03 / 7.26e+03 1.15e+04 / 1.32e+04 3.50 / 3.05 Steel_1_1_55 4.75e+04 / 4.75e+04 1.01e+04 / 1.01e+04 1.07e+04 / 1.20e+04 3.50 / 3.12 Steel_1_1_56 4.75e+04 / 4.75e+04 8.95e+03 / 1.61e+04 8.17e+03 / 1.76e+04 4.72 / 1.79 Steel_1_1_57 4.75e+04 / 4.75e+04 1.58e+04 / 1.77e+04 1.71e+04 / 1.84e+04 1.85 / 1.62 Steel_1_1_58 4.75e+04 / 4.75e+04 1.61e+04 / 1.63e+04 1.38e+04 / 1.57e+04 2.28 / 1.99 Steel_1_1_59 4.75e+04 / 4.75e+04 9.96e+03 / 9.78e+03 1.12e+04 / 1.16e+04 3.35 / 3.25 Steel_1_1_60 4.75e+04 / 4.75e+04 1.52e+04 / 1.18e+04 1.55e+04 / 1.48e+04 2.08 / 2.40 Steel_1_1_61 4.75e+04 / 4.75e+04 1.25e+04 / 1.17e+04 1.22e+04 / 1.40e+04 2.87 / 2.55 Steel_1_1_62 4.75e+04 / 4.75e+04 1.41e+04 / 1.41e+04 2.10e+04 / 2.20e+04 1.59 / 1.52 Steel_1_1_63 4.75e+04 / 4.75e+04 1.27e+04 / 1.36e+04 1.55e+04 / 1.71e+04 2.25 / 1.98 Steel_1_1_64 4.75e+04 / 4.75e+04 5.88e+03 / 4.21e+03 1.12e+04 / 7.85e+03 3.71 / 5.52 Steel_1_1_65 4.75e+04 / 4.75e+04 1.23e+04 / 1.22e+04 1.29e+04 / 1.37e+04 2.73 / 2.58 Steel_1_1_66 4.75e+04 / 4.75e+04 1.73e+04 / 1.66e+04 1.57e+04 / 1.58e+04 1.92 / 1.96 Steel_1_1_67 4.75e+04 / 4.75e+04 1.26e+04 / 1.26e+04 1.11e+04 / 1.24e+04 3.13 / 2.81 Steel_1_1_68 4.75e+04 / 4.75e+04 9.61e+03 / 9.49e+03 9.87e+03 / 1.01e+04 3.84 / 3.77 Steel_1_1_69 4.75e+04 / 4.75e+04 1.05e+04 / 9.19e+03 1.69e+04 / 1.61e+04 2.19 / 2.38 Steel_1_1_70 4.75e+04 / 4.75e+04 1.64e+04 / 1.62e+04 2.15e+04 / 2.26e+04 1.44 / 1.38 Steel_1_1_71 4.75e+04 / 4.75e+04 1.15e+04 / 1.10e+04 1.27e+04 / 1.21e+04 2.82 / 3.01 Steel_1_1_72 4.75e+04 / 4.75e+04 9.70e+03 / 9.91e+03 1.24e+04 / 1.20e+04 3.05 / 3.14 Steel_1_1_73 4.75e+04 / 4.75e+04 6.42e+03 / 6.72e+03 1.02e+04 / 1.16e+04 4.01 / 3.53 Steel_1_1_74 4.75e+04 / 4.75e+04 1.60e+04 / 1.59e+04 1.39e+04 / 1.50e+04 2.26 / 2.11 Steel_1_1_75 4.75e+04 / 4.75e+04 1.23e+04 / 1.23e+04 1.09e+04 / 1.14e+04 3.24 / 3.08 Steel_1_1_76 4.75e+04 / 4.75e+04 9.63e+03 / 9.75e+03 1.23e+04 / 1.29e+04 3.08 / 2.92 Steel_1_1_77 4.75e+04 / 4.75e+04 1.33e+04 / 1.28e+04 1.29e+04 / 1.37e+04 2.64 / 2.53 Steel_1_1_78 4.75e+04 / 4.75e+04 1.54e+04 / 1.68e+04 1.66e+04 / 1.71e+04 1.93 / 1.80 Steel_1_1_79 4.75e+04 / 4.75e+04 7.75e+03 / 6.94e+03 1.01e+04 / 1.09e+04 3.92 / 3.72 Steel_1_1_80 4.75e+04 / 4.75e+04 1.35e+04 / 1.31e+04 1.47e+04 / 1.57e+04 2.32 / 2.20 Steel_1_1_81 4.75e+04 / 4.75e+04 1.15e+04 / 9.62e+03 1.80e+04 / 1.72e+04 2.00 / 2.20 Steel_1_1_82 4.75e+04 / 4.75e+04 1.80e+04 / 1.38e+04 1.41e+04 / 1.23e+04 2.09 / 2.75 Steel_1_1_83 4.75e+04 / 4.75e+04 1.38e+04 / 1.37e+04 1.83e+04 / 1.99e+04 1.84 / 1.70 Steel_1_1_84 4.75e+04 / 4.75e+04 1.19e+04 / 1.08e+04 1.53e+04 / 1.47e+04 2.33 / 2.50 Steel_1_1_85 4.75e+04 / 4.75e+04 7.88e+03 / 8.31e+03 1.50e+04 / 1.59e+04 2.64 / 2.46 Steel_1_1_86 4.75e+04 / 4.75e+04 9.10e+03 / 9.03e+03 1.09e+04 / 1.16e+04 3.51 / 3.31 Steel_1_1_87 4.75e+04 / 4.75e+04 1.01e+04 / 1.00e+04 1.62e+04 / 1.69e+04 2.31 / 2.22 Steel_1_1_88 4.75e+04 / 4.75e+04 1.78e+04 / 1.42e+04 1.58e+04 / 1.22e+04 1.88 / 2.72 Steel_1_1_89 4.75e+04 / 4.75e+04 1.46e+04 / 1.44e+04 1.36e+04 / 1.44e+04 2.42 / 2.30
A-25 Steel_1_1_90 4.75e+04 / 4.75e+04 7.73e+03 / 6.63e+03 1.45e+04 / 1.32e+04 2.75 / 3.09 Steel_1_1_91 4.75e+04 / 4.75e+04 1.31e+04 / 1.04e+04 1.94e+04 / 1.83e+04 1.78 / 2.03 Steel_1_1_92 4.75e+04 / 4.75e+04 1.11e+04 / 1.16e+04 1.04e+04 / 1.11e+04 3.50 / 3.23 Steel_1_1_93 4.75e+04 / 4.75e+04 1.08e+04 / 1.07e+04 1.43e+04 / 1.50e+04 2.56 / 2.45 Steel_1_1_94 4.75e+04 / 4.75e+04 1.50e+04 / 1.48e+04 1.37e+04 / 1.45e+04 2.37 / 2.26 Steel_1_1_95 4.75e+04 / 4.75e+04 1.28e+04 / 1.27e+04 1.33e+04 / 1.42e+04 2.62 / 2.46 Steel_1_1_96 4.75e+04 / 4.75e+04 1.39e+04 / 1.36e+04 1.25e+04 / 1.27e+04 2.68 / 2.66 Steel_1_1_97 4.75e+04 / 4.75e+04 7.49e+03 / 7.48e+03 1.05e+04 / 1.23e+04 3.82 / 3.24 Steel_1_1_98 4.75e+04 / 4.75e+04 1.25e+04 / 1.24e+04 1.36e+04 / 1.49e+04 2.58 / 2.36 Steel_1_1_99 4.75e+04 / 4.75e+04 7.62e+03 / 7.62e+03 1.15e+04 / 1.33e+04 3.47 / 2.99 Steel_1_1_100 4.75e+04 / 4.75e+04 1.86e+04 / 1.80e+04 1.70e+04 / 1.78e+04 1.70 / 1.66 Table 10 - Service II - SLG Demands & Rating - Single-Span Steel Suite 2 Bridge ID Fn (+) [psi] Int/Ext Factored DC1 + DC2 (+) [psi] Int/Ext Factored LL (+) [psi] Int/Ext Sv2 Inventory Rating (+) Int/Ext Steel_1_2_1 4.75e+04 / 4.75e+04 1.90e+04 / 1.83e+04 1.67e+04 / 1.72e+04 1.71 / 1.70 Steel_1_2_2 4.75e+04 / 4.75e+04 1.55e+04 / 1.57e+04 1.65e+04 / 1.76e+04 1.94 / 1.81 Steel_1_2_3 4.75e+04 / 4.75e+04 1.20e+04 / 1.27e+04 1.45e+04 / 1.45e+04 2.45 / 2.41 Steel_1_2_4 4.75e+04 / 4.75e+04 8.89e+03 / 1.09e+04 1.38e+04 / 1.62e+04 2.81 / 2.27 Steel_1_2_5 4.75e+04 / 4.75e+04 1.24e+04 / 1.21e+04 1.53e+04 / 1.57e+04 2.30 / 2.25 Steel_1_2_6 4.75e+04 / 4.75e+04 1.30e+04 / 1.01e+04 1.45e+04 / 1.16e+04 2.39 / 3.21 Steel_1_2_7 4.75e+04 / 4.75e+04 1.13e+04 / 1.03e+04 1.49e+04 / 1.49e+04 2.43 / 2.50 Steel_1_2_8 4.75e+04 / 4.75e+04 1.30e+04 / 1.29e+04 1.80e+04 / 1.83e+04 1.91 / 1.90 Steel_1_2_9 4.75e+04 / 4.75e+04 1.22e+04 / 1.19e+04 1.25e+04 / 1.25e+04 2.83 / 2.84 Steel_1_2_10 4.75e+04 / 4.75e+04 1.17e+04 / 1.16e+04 1.06e+04 / 1.18e+04 3.38 / 3.04 Steel_1_2_11 4.75e+04 / 4.75e+04 7.63e+03 / 7.61e+03 1.23e+04 / 1.32e+04 3.24 / 3.02 Steel_1_2_12 4.75e+04 / 4.75e+04 1.04e+04 / 1.04e+04 1.65e+04 / 1.69e+04 2.25 / 2.19 Steel_1_2_13 4.75e+04 / 4.75e+04 8.12e+03 / 8.07e+03 1.21e+04 / 1.25e+04 3.25 / 3.14 Steel_1_2_14 4.75e+04 / 4.75e+04 1.06e+04 / 1.04e+04 1.99e+04 / 1.93e+04 1.86 / 1.92 Steel_1_2_15 4.75e+04 / 4.75e+04 1.39e+04 / 1.38e+04 1.99e+04 / 2.05e+04 1.69 / 1.65 Steel_1_2_16 4.75e+04 / 4.75e+04 7.03e+03 / 7.02e+03 1.20e+04 / 1.29e+04 3.37 / 3.14 Steel_1_2_17 4.75e+04 / 4.75e+04 1.47e+04 / 1.42e+04 1.34e+04 / 1.44e+04 2.45 / 2.32 Steel_1_2_18 4.75e+04 / 4.75e+04 9.44e+03 / 9.31e+03 1.29e+04 / 1.36e+04 2.96 / 2.82 Steel_1_2_19 4.75e+04 / 4.75e+04 1.12e+04 / 1.54e+04 1.29e+04 / 1.41e+04 2.81 / 2.28 Steel_1_2_20 4.75e+04 / 4.75e+04 1.26e+04 / 1.38e+04 1.59e+04 / 1.62e+04 2.19 / 2.08 Steel_1_2_21 4.75e+04 / 4.75e+04 8.80e+03 / 8.76e+03 1.13e+04 / 1.22e+04 3.43 / 3.17 Steel_1_2_22 4.75e+04 / 4.75e+04 1.10e+04 / 1.14e+04 1.34e+04 / 1.38e+04 2.73 / 2.61 Steel_1_2_23 4.75e+04 / 4.75e+04 8.22e+03 / 1.28e+04 1.02e+04 / 1.80e+04 3.85 / 1.92 Steel_1_2_24 4.75e+04 / 4.75e+04 1.38e+04 / 1.35e+04 1.55e+04 / 1.58e+04 2.18 / 2.16 Steel_1_2_25 4.75e+04 / 4.75e+04 1.42e+04 / 1.11e+04 1.74e+04 / 1.61e+04 1.91 / 2.26 Steel_1_2_26 4.75e+04 / 4.75e+04 9.53e+03 / 6.27e+03 1.68e+04 / 9.00e+03 2.27 / 4.58 Steel_1_2_27 4.75e+04 / 4.75e+04 1.84e+04 / 1.82e+04 1.90e+04 / 1.85e+04 1.53 / 1.59 Steel_1_2_28 4.75e+04 / 4.75e+04 1.15e+04 / 1.15e+04 1.08e+04 / 1.18e+04 3.35 / 3.06 Steel_1_2_29 4.75e+04 / 4.75e+04 1.58e+04 / 1.58e+04 1.36e+04 / 1.42e+04 2.34 / 2.23 Steel_1_2_30 4.75e+04 / 4.75e+04 1.50e+04 / 1.44e+04 1.82e+04 / 1.82e+04 1.79 / 1.82 Steel_1_2_31 4.75e+04 / 4.75e+04 9.36e+03 / 9.32e+03 1.33e+04 / 1.37e+04 2.86 / 2.78
A-26 Steel_1_2_32 4.75e+04 / 4.75e+04 1.82e+04 / 1.80e+04 1.58e+04 / 1.77e+04 1.86 / 1.67 Steel_1_2_33 4.75e+04 / 4.75e+04 1.25e+04 / 1.12e+04 1.76e+04 / 1.70e+04 1.99 / 2.13 Steel_1_2_34 4.75e+04 / 4.75e+04 1.35e+04 / 1.28e+04 1.36e+04 / 1.43e+04 2.50 / 2.42 Steel_1_2_35 4.75e+04 / 4.75e+04 1.89e+04 / 1.84e+04 1.62e+04 / 1.69e+04 1.76 / 1.72 Steel_1_2_36 4.75e+04 / 4.75e+04 8.01e+03 / 8.31e+03 1.19e+04 / 1.22e+04 3.33 / 3.21 Steel_1_2_37 4.75e+04 / 4.75e+04 1.32e+04 / 1.48e+04 1.71e+04 / 1.74e+04 2.00 / 1.88 Steel_1_2_38 4.75e+04 / 4.75e+04 8.97e+03 / 8.95e+03 9.89e+03 / 1.18e+04 3.89 / 3.27 Steel_1_2_39 4.75e+04 / 4.75e+04 1.66e+04 / 1.59e+04 1.59e+04 / 1.63e+04 1.94 / 1.94 Steel_1_2_40 4.75e+04 / 4.75e+04 1.25e+04 / 5.94e+03 1.69e+04 / 7.45e+03 2.07 / 5.58 Steel_1_2_41 4.75e+04 / 4.75e+04 9.14e+03 / 9.11e+03 9.90e+03 / 1.13e+04 3.87 / 3.39 Steel_1_2_42 4.75e+04 / 4.75e+04 2.21e+04 / 1.99e+04 1.63e+04 / 1.84e+04 1.56 / 1.50 Steel_1_2_43 4.75e+04 / 4.75e+04 1.62e+04 / 1.38e+04 1.65e+04 / 1.59e+04 1.89 / 2.12 Steel_1_2_44 4.75e+04 / 4.75e+04 1.39e+04 / 1.37e+04 1.63e+04 / 1.79e+04 2.06 / 1.89 Steel_1_2_45 4.75e+04 / 4.75e+04 1.01e+04 / 9.50e+03 1.61e+04 / 1.61e+04 2.31 / 2.36 Steel_1_2_46 4.75e+04 / 4.75e+04 1.09e+04 / 1.05e+04 1.10e+04 / 1.10e+04 3.32 / 3.37 Steel_1_2_47 4.75e+04 / 4.75e+04 1.09e+04 / 1.10e+04 1.09e+04 / 1.14e+04 3.36 / 3.21 Steel_1_2_48 4.75e+04 / 4.75e+04 1.25e+04 / 1.21e+04 1.08e+04 / 1.08e+04 3.26 / 3.27 Steel_1_2_49 4.75e+04 / 4.75e+04 1.06e+04 / 1.05e+04 1.42e+04 / 1.53e+04 2.59 / 2.42 Steel_1_2_50 4.75e+04 / 4.75e+04 1.21e+04 / 1.22e+04 1.27e+04 / 1.36e+04 2.79 / 2.59 Steel_1_2_51 4.75e+04 / 4.75e+04 1.03e+04 / 1.02e+04 1.31e+04 / 1.36e+04 2.83 / 2.74 Steel_1_2_52 4.75e+04 / 4.75e+04 1.60e+04 / 1.63e+04 1.40e+04 / 1.51e+04 2.25 / 2.06 Steel_1_2_53 4.75e+04 / 4.75e+04 8.56e+03 / 8.66e+03 1.39e+04 / 1.47e+04 2.79 / 2.64 Steel_1_2_54 4.75e+04 / 4.75e+04 1.32e+04 / 1.32e+04 2.02e+04 / 2.14e+04 1.70 / 1.60 Steel_1_2_55 4.75e+04 / 4.75e+04 6.52e+03 / 7.92e+03 1.42e+04 / 1.59e+04 2.90 / 2.49 Steel_1_2_56 4.75e+04 / 4.75e+04 1.14e+04 / 1.13e+04 1.54e+04 / 1.66e+04 2.35 / 2.17 Steel_1_2_57 4.75e+04 / 4.75e+04 1.16e+04 / 1.11e+04 1.24e+04 / 1.29e+04 2.90 / 2.83 Steel_1_2_58 4.75e+04 / 4.75e+04 8.11e+03 / 8.09e+03 9.99e+03 / 1.17e+04 3.94 / 3.38 Steel_1_2_59 4.75e+04 / 4.75e+04 8.84e+03 / 8.91e+03 9.64e+03 / 1.13e+04 4.01 / 3.41 Steel_1_2_60 4.75e+04 / 4.75e+04 1.56e+04 / 1.36e+04 1.67e+04 / 1.61e+04 1.91 / 2.10 Steel_1_2_61 4.75e+04 / 4.75e+04 1.17e+04 / 1.24e+04 1.36e+04 / 1.56e+04 2.63 / 2.25 Steel_1_2_62 4.75e+04 / 4.75e+04 1.37e+04 / 1.36e+04 1.49e+04 / 1.63e+04 2.26 / 2.08 Steel_1_2_63 4.75e+04 / 4.75e+04 9.26e+03 / 8.67e+03 1.19e+04 / 1.03e+04 3.21 / 3.79 Steel_1_2_64 4.75e+04 / 4.75e+04 1.29e+04 / 1.28e+04 1.36e+04 / 1.50e+04 2.54 / 2.32 Steel_1_2_65 4.75e+04 / 4.75e+04 1.42e+04 / 7.90e+03 1.68e+04 / 8.10e+03 1.98 / 4.89 Steel_1_2_66 4.75e+04 / 4.75e+04 1.45e+04 / 1.43e+04 1.20e+04 / 1.29e+04 2.75 / 2.58 Steel_1_2_67 4.75e+04 / 4.75e+04 1.32e+04 / 1.30e+04 1.72e+04 / 1.82e+04 1.99 / 1.90 Steel_1_2_68 4.75e+04 / 4.75e+04 9.44e+03 / 1.03e+04 1.51e+04 / 1.61e+04 2.52 / 2.32 Steel_1_2_69 4.75e+04 / 4.75e+04 1.38e+04 / 1.34e+04 1.39e+04 / 1.46e+04 2.42 / 2.34 Steel_1_2_70 4.75e+04 / 4.75e+04 1.14e+04 / 1.61e+04 1.92e+04 / 2.30e+04 1.88 / 1.37 Steel_1_2_71 4.75e+04 / 4.75e+04 8.64e+03 / 8.57e+03 1.44e+04 / 1.46e+04 2.70 / 2.66 Steel_1_2_72 4.75e+04 / 4.75e+04 7.42e+03 / 7.39e+03 1.07e+04 / 1.18e+04 3.75 / 3.39 Steel_1_2_73 4.75e+04 / 4.75e+04 1.49e+04 / 1.46e+04 1.56e+04 / 1.60e+04 2.10 / 2.06 Steel_1_2_74 4.75e+04 / 4.75e+04 1.02e+04 / 1.04e+04 1.20e+04 / 1.18e+04 3.11 / 3.15 Steel_1_2_75 4.75e+04 / 4.75e+04 1.26e+04 / 1.55e+04 1.73e+04 / 2.04e+04 2.02 / 1.56 Steel_1_2_76 4.75e+04 / 4.75e+04 8.99e+03 / 8.96e+03 1.04e+04 / 1.17e+04 3.70 / 3.29 Steel_1_2_77 4.75e+04 / 4.75e+04 9.91e+03 / 7.82e+03 1.61e+04 / 1.50e+04 2.33 / 2.64 Steel_1_2_78 4.75e+04 / 4.75e+04 8.56e+03 / 8.56e+03 9.15e+03 / 9.49e+03 4.26 / 4.10 Steel_1_2_79 4.75e+04 / 4.75e+04 1.23e+04 / 1.29e+04 1.06e+04 / 1.11e+04 3.32 / 3.12
A-27 Steel_1_2_80 4.75e+04 / 4.75e+04 1.04e+04 / 1.17e+04 1.52e+04 / 1.74e+04 2.44 / 2.06 Steel_1_2_81 4.75e+04 / 4.75e+04 1.09e+04 / 1.13e+04 1.24e+04 / 1.37e+04 2.96 / 2.63 Steel_1_2_82 4.75e+04 / 4.75e+04 6.29e+03 / 7.17e+03 1.27e+04 / 1.39e+04 3.24 / 2.90 Steel_1_2_83 4.75e+04 / 4.75e+04 1.47e+04 / 1.48e+04 1.32e+04 / 1.46e+04 2.48 / 2.23 Steel_1_2_84 4.75e+04 / 4.75e+04 1.14e+04 / 1.14e+04 1.06e+04 / 1.21e+04 3.40 / 2.98 Steel_1_2_85 4.75e+04 / 4.75e+04 1.35e+04 / 1.26e+04 1.25e+04 / 1.39e+04 2.72 / 2.51 Steel_1_2_86 4.75e+04 / 4.75e+04 7.13e+03 / 7.11e+03 1.35e+04 / 1.38e+04 3.00 / 2.93 Steel_1_2_87 4.75e+04 / 4.75e+04 1.31e+04 / 1.30e+04 1.07e+04 / 1.16e+04 3.22 / 2.97 Steel_1_2_88 4.75e+04 / 4.75e+04 8.69e+03 / 7.52e+03 1.55e+04 / 1.45e+04 2.51 / 2.76 Steel_1_2_89 4.75e+04 / 4.75e+04 1.22e+04 / 1.25e+04 1.12e+04 / 1.23e+04 3.16 / 2.84 Steel_1_2_90 4.75e+04 / 4.75e+04 1.08e+04 / 1.07e+04 1.49e+04 / 1.60e+04 2.45 / 2.30 Steel_1_2_91 4.75e+04 / 4.75e+04 1.02e+04 / 1.18e+04 1.38e+04 / 1.64e+04 2.71 / 2.18 Steel_1_2_92 4.75e+04 / 4.75e+04 1.33e+04 / 1.32e+04 1.57e+04 / 1.60e+04 2.18 / 2.14 Steel_1_2_93 4.75e+04 / 4.75e+04 1.20e+04 / 1.18e+04 1.84e+04 / 1.91e+04 1.93 / 1.87 Steel_1_2_94 4.75e+04 / 4.75e+04 9.25e+03 / 8.85e+03 1.38e+04 / 1.25e+04 2.78 / 3.08 Steel_1_2_95 4.75e+04 / 4.75e+04 1.02e+04 / 9.92e+03 1.50e+04 / 1.57e+04 2.49 / 2.40 Steel_1_2_96 4.75e+04 / 4.75e+04 1.50e+04 / 1.42e+04 1.49e+04 / 1.53e+04 2.18 / 2.18 Steel_1_2_97 4.75e+04 / 4.75e+04 1.87e+04 / 8.69e+03 1.47e+04 / 6.01e+03 1.96 / 6.46 Steel_1_2_98 4.75e+04 / 4.75e+04 1.82e+04 / 1.76e+04 1.68e+04 / 1.72e+04 1.75 / 1.74 Steel_1_2_99 4.75e+04 / 4.75e+04 1.28e+04 / 1.26e+04 1.07e+04 / 1.09e+04 3.26 / 3.20 Steel_1_2_100 4.75e+04 / 4.75e+04 9.53e+03 / 1.48e+04 8.93e+03 / 1.68e+04 4.25 / 1.95
A-28 A.2 Two-Span Continuous Steel A.2.1 Bridge Configuration (Sampled Parameters) Figure 2 - Plot matrix of sampled parameters for two-span steel suites 1 and 2. Table 11 - Sampled parameters for two-span steel suite 1. Bridge ID Span Length [in.] Width [in.] Skew [deg.] Span-to-Depth Girder Spacing [in.] Steel_2_1_1 1376.47 554.53 7.68 20.92 117.75 Steel_2_1_2 1665.07 467.36 53.83 26.11 78.77 Steel_2_1_3 939.04 451.61 57.33 24.38 118.03 Steel_2_1_4 1796.7 829.47 30.73 22.5 63.64 Steel_2_1_5 1365.81 730.9 27.99 28.01 123.54 Steel_2_1_6 909.97 643.92 0.78 21.17 120.74 Steel_2_1_7 526.53 576.39 23.09 25.83 82.67 Steel_2_1_8 1038.2 784.2 16.91 29.35 116.53 Steel_2_1_9 1339.81 622.23 13.75 29.48 119.94 Steel_2_1_10 559.96 618.08 32.61 27.08 92.21 Steel_2_1_11 1272.54 651.48 21.86 27.26 106.69 Steel_2_1_12 610 628.76 23.6 26.43 130.98 Steel_2_1_13 1732.64 494.1 38.17 20.49 60.41 Steel_2_1_14 1048.05 753.87 34.17 27.82 75.7 Steel_2_1_15 704.77 471.9 6.84 25.55 97.75 Steel_2_1_16 1460.33 772.83 22.65 26.96 119.02 Steel_2_1_17 832.88 749.5 53.29 25.27 100.17 Steel_2_1_18 724.81 807.19 18.82 23.64 103.46 Steel_2_1_19 1805.19 543.09 11.17 20.34 61.5 Steel_2_1_20 1883.06 616.16 56.42 29.88 133.66 Steel_2_1_21 1303.19 637.06 19.32 28.89 108.37 Steel_2_1_22 944.1 737.5 50.66 24.97 100.58
A-29 Steel_2_1_23 1863.28 611.91 37.41 26.06 82.97 Steel_2_1_24 1217.59 818.92 43.68 24.05 111.53 Steel_2_1_25 955.47 760.33 19.82 21.6 109.21 Steel_2_1_26 517.7 826.63 35.11 23.87 97.84 Steel_2_1_27 1402.82 696.75 34.8 21.31 140.24 Steel_2_1_28 1765.66 521.55 26.24 20.25 131.58 Steel_2_1_29 1716.37 491.25 24.06 28.78 74.09 Steel_2_1_30 574.85 462.23 41.83 29.58 72.63 Steel_2_1_31 1025.99 434.65 8.12 27.32 104.4 Steel_2_1_32 801.92 835.38 15.3 27.46 115.12 Steel_2_1_33 743.27 738.87 36.23 29.25 94.51 Steel_2_1_34 1136.08 654.63 40.26 24.82 69.04 Steel_2_1_35 987.38 529.96 42.94 26.88 77.46 Steel_2_1_36 1108.17 663.11 37.12 27.75 86.62 Steel_2_1_37 645.13 854.62 39.24 26.21 72.59 Steel_2_1_38 1456.75 523.87 56.35 28.18 132.79 Steel_2_1_39 862 564.47 10.4 28.92 125.35 Steel_2_1_40 1515.52 802.23 47.22 21.75 113.39 Steel_2_1_41 897.26 842.59 9.12 29.95 83.72 Steel_2_1_42 770.17 552.18 41.06 29 81.15 Steel_2_1_43 1292.78 727.48 13.86 25.1 86.03 Steel_2_1_44 1628.94 597.52 45.89 20.59 113.8 Steel_2_1_45 880.88 571.62 31.31 21.51 105.99 Steel_2_1_46 1487.34 863.26 44.93 20.78 93.11 Steel_2_1_47 1189.83 774.05 39.62 22.86 68.39 Steel_2_1_48 1081.91 670.5 1.82 23.16 134 Steel_2_1_49 686.51 839.79 15.9 22.18 110.13 Steel_2_1_50 851.81 682.48 4.65 23.74 88.5 Steel_2_1_51 1245.02 810.81 24.99 21.97 130.36 Steel_2_1_52 1842.9 547.88 58 25.17 135.28 Steel_2_1_53 792.63 633.4 38.74 22.3 126.22 Steel_2_1_54 675 713.22 3.72 26.79 143.45 Steel_2_1_55 1235.83 464.84 54.42 28.53 115.55 Steel_2_1_56 1008.61 558.08 46.2 23.06 112.17 Steel_2_1_57 1750.11 722.46 32.31 21.41 137.79 Steel_2_1_58 1203.01 684.07 14.47 20.69 95.75 Steel_2_1_59 1417.27 812.42 8.61 24.77 85.19 Steel_2_1_60 1832.37 668.6 16.65 25.48 104.87 Steel_2_1_61 1737.53 498.29 42.18 24.14 94.25 Steel_2_1_62 1395.65 745.31 0.1 24.69 61.9 Steel_2_1_63 601.97 515.91 59.57 28.46 102.23 Steel_2_1_64 1600.25 657.94 21.16 22.97 137.26 Steel_2_1_65 1120.08 568.91 30.5 26.32 96.77 Steel_2_1_66 1572.76 592.46 52.42 29.18 139.66 Steel_2_1_67 1557.38 781.85 18.31 22.76 71.18 Steel_2_1_68 1587.7 509.32 6.05 22.09 129.16 Steel_2_1_69 1532.14 848.52 44.3 27.17 138.91 Steel_2_1_70 1441.81 502.78 27.22 25.92 142.01
A-30 Steel_2_1_71 502.13 707.93 13.1 23.42 80.53 Steel_2_1_72 1328.8 484.59 29.2 22.63 141.1 Steel_2_1_73 973.07 443.8 12.09 23.92 70.28 Steel_2_1_74 1061.01 640.71 55.5 21.28 78.4 Steel_2_1_75 1612.26 797.38 54.79 20.09 111.13 Steel_2_1_76 1682.13 590.96 5.3 20.8 91.09 Steel_2_1_77 1849.89 446.87 26.83 27.55 90.59 Steel_2_1_78 1788.67 580.63 29.48 23.33 65 Steel_2_1_79 1519.01 718.15 1.35 22.28 66.89 Steel_2_1_80 1697.73 478.63 48.02 26.56 98.73 Steel_2_1_81 1901.5 438.57 35.75 25.75 87.25 Steel_2_1_82 912.17 600.69 11.94 25.33 65.19 Steel_2_1_83 588.47 793.53 3.41 24.51 101.2 Steel_2_1_84 657.83 756.89 33.58 26.64 128.07 Steel_2_1_85 1259.7 710.42 2.73 23.26 142.99 Steel_2_1_86 1356.74 482.98 49.38 28.65 90.2 Steel_2_1_87 487.65 533.49 50.18 27.95 75 Steel_2_1_88 630.68 605.6 25.3 24.45 126.92 Steel_2_1_89 760.71 537.93 45.29 24.23 89.03 Steel_2_1_90 1090 787.3 48.66 29.72 122.72 Steel_2_1_91 1499.63 687.46 58.45 28.29 107.17 Steel_2_1_92 816.96 855.53 5.41 22.44 62.82 Steel_2_1_93 1142.9 766.04 17.91 27.68 127.75 Steel_2_1_94 549.28 586.83 20.49 20.16 124.1 Steel_2_1_95 1645.47 703.6 47.59 21.88 122.09 Steel_2_1_96 1170.65 457.33 51.05 28.36 76.28 Steel_2_1_97 720.74 821.52 59.28 29.69 136.01 Steel_2_1_98 1173.68 691.8 9.69 21.02 66.42 Steel_2_1_99 1651.64 677.72 28.27 25.62 69.52 Steel_2_1_100 1914.25 513.94 51.66 23.6 79.34 Table 12 - Sampled parameters for two-span steel suite 2. Bridge ID Span Length [in.] Width [in.] Skew [deg.] Span-to-Depth Girder Spacing [in.] Steel_2_2_1 1779.49 479.64 2.21 25.5 143.13 Steel_2_2_2 1491.69 805.78 47.61 28.49 72.54 Steel_2_2_3 947.55 670.53 46.58 28.14 99.95 Steel_2_2_4 562.95 788.52 27.12 23.45 70.47 Steel_2_2_5 1576.88 512.48 39.11 23.94 105.17 Steel_2_2_6 1271.07 674.51 22.9 21.16 138.47 Steel_2_2_7 1891.4 500.47 31.33 21.82 103.49 Steel_2_2_8 1693.92 765.99 9.27 26.85 76.71 Steel_2_2_9 1611.35 649.18 47.15 24.89 79.48 Steel_2_2_10 629.88 752.95 41.06 20.57 78.71 Steel_2_2_11 845.77 606.57 56.57 28.86 96.28 Steel_2_2_12 1403.62 720.55 4.24 26.72 133.14 Steel_2_2_13 1283.96 566.86 20.62 29.46 68.47 Steel_2_2_14 657.63 493.43 18.77 28.26 136.91
A-31 Steel_2_2_15 1884.43 576.4 56.35 25.63 60.29 Steel_2_2_16 856.63 564.11 29.11 22.39 62.46 Steel_2_2_17 1597.39 591.73 37.12 26.69 122.21 Steel_2_2_18 815.37 485.63 12.87 23.65 141.56 Steel_2_2_19 615.72 654.72 22.05 24.38 128.92 Steel_2_2_20 972.27 615.48 0.52 23.88 139.93 Steel_2_2_21 1002.78 556.35 26.12 25.07 124.48 Steel_2_2_22 1101.27 757.68 16.47 28.38 88.24 Steel_2_2_23 518.52 442.2 33.49 27.82 134.87 Steel_2_2_24 681.67 439.01 29.41 24.28 91.86 Steel_2_2_25 893.3 728.05 49.55 23.5 85.22 Steel_2_2_26 1316.5 474.84 58.7 20.22 91.07 Steel_2_2_27 1651.95 817.32 28.45 26.2 91.95 Steel_2_2_28 1844.55 503.62 18.54 27.6 95.75 Steel_2_2_29 1096.09 560.62 45.38 27.13 84.18 Steel_2_2_30 1059.6 468.68 57.64 29.06 63.91 Steel_2_2_31 481.42 631.4 24.04 28.79 71.59 Steel_2_2_32 1207.7 856.86 3.79 28.53 93.9 Steel_2_2_33 873.94 623.05 8.42 21.74 141.37 Steel_2_2_34 904.65 863.39 23.97 28.96 117.7 Steel_2_2_35 1848.71 629.18 12.08 25.38 130.13 Steel_2_2_36 1428.28 851.2 17.23 24.95 97.08 Steel_2_2_37 1567.11 601.16 52.25 26.51 80.37 Steel_2_2_38 1805.46 478.58 53.09 29.33 108.3 Steel_2_2_39 839.89 524.02 40.21 27.48 67.41 Steel_2_2_40 643.87 808.16 13.46 21.05 69.56 Steel_2_2_41 585.04 587.26 17.92 20.79 87.55 Steel_2_2_42 1748.53 749.78 30.47 28.66 115.72 Steel_2_2_43 1509.16 533.47 37.4 25.8 64.71 Steel_2_2_44 1522.25 735.84 14.2 20.12 134.65 Steel_2_2_45 785.57 645.35 24.61 29.7 110.87 Steel_2_2_46 988.42 435.21 54.7 27.05 101.56 Steel_2_2_47 502.05 637.33 1.39 25.91 66.48 Steel_2_2_48 1383.42 730.84 44.42 24.02 73.63 Steel_2_2_49 716.86 449.73 48.75 21.27 119.72 Steel_2_2_50 1122.76 465.73 50.05 23.21 130.58 Steel_2_2_51 937.65 706.17 7.78 21.41 98.34 Steel_2_2_52 1631.39 841.58 5.99 25.43 108.92 Steel_2_2_53 1455.65 579.61 6.35 24.73 81.09 Steel_2_2_54 1075.22 666.7 25.8 23.17 120.66 Steel_2_2_55 1371.21 540.78 35.52 21.55 106.11 Steel_2_2_56 1197.83 821.71 54.38 24.56 112.19 Steel_2_2_57 776.16 714.01 30.93 21.39 116.68 Steel_2_2_58 538.77 679.83 8.22 20.35 88.87 Steel_2_2_59 1047.31 742.22 3.14 22.54 75.52 Steel_2_2_60 1353.72 780.84 38.19 20.48 106.69 Steel_2_2_61 1290.69 814.76 10.82 26.39 125.46 Steel_2_2_62 576.4 850.06 42.87 26.95 86.84
A-32 Steel_2_2_63 1831.48 844.09 27.93 25.21 112.95 Steel_2_2_64 1022.57 710.94 2.43 25.87 67.64 Steel_2_2_65 1867.98 684.87 32.08 27.94 74.57 Steel_2_2_66 608.65 619.8 59.74 22.72 114.83 Steel_2_2_67 1181.62 837.09 11.98 27.31 119.61 Steel_2_2_68 1218.64 696.13 57.1 29.11 111.79 Steel_2_2_69 1332.49 455.85 9.87 22.96 77.24 Steel_2_2_70 1541.01 791.71 22.78 24.62 135.96 Steel_2_2_71 1169.12 537.2 15.44 25.13 61.49 Steel_2_2_72 1908.05 763.62 38.53 20.66 100.49 Steel_2_2_73 958.66 572.47 41.89 22.09 73.07 Steel_2_2_74 676.97 833.07 36.08 24.45 95.14 Steel_2_2_75 1314.36 703.21 53.48 29.56 93.2 Steel_2_2_76 766.39 517.96 44.06 22.26 98.94 Steel_2_2_77 1743.19 693.53 14.46 27.22 103.74 Steel_2_2_78 1430.41 687.75 58.99 26.17 126.01 Steel_2_2_79 1245.35 660.4 19.81 28.08 85.14 Steel_2_2_80 921.32 744.45 51.95 24.11 89.69 Steel_2_2_81 1135.98 785.67 42.09 20.85 143.3 Steel_2_2_82 1474.08 640.56 50.53 20.93 128.12 Steel_2_2_83 809.33 492.09 19.73 23.08 139.38 Steel_2_2_84 1645.36 827.42 6.77 29.66 132.29 Steel_2_2_85 1716.53 458.68 10.39 22.81 121.77 Steel_2_2_86 1237.93 594 21.55 22.2 102.35 Steel_2_2_87 1040.59 775.35 33.88 20.01 127.15 Steel_2_2_88 1799.5 446.61 0.7 29.29 78.37 Steel_2_2_89 1725.52 520.22 35.15 21.91 117.99 Steel_2_2_90 1775.16 801.04 32.63 26.04 82.25 Steel_2_2_91 1685.11 599.53 26.41 23.78 63.18 Steel_2_2_92 533.03 552.31 45.86 21.62 65.57 Steel_2_2_93 707.51 609.94 4.85 29.91 131.85 Steel_2_2_94 1674.07 664.91 48.47 29.81 127.39 Steel_2_2_95 740.67 797.78 51 22.68 107.61 Steel_2_2_96 1393.95 772.51 55.33 27.8 137.6 Steel_2_2_97 1546.88 545.43 15.95 22.43 114.02 Steel_2_2_98 1143.38 531.11 34.71 27.55 110.04 Steel_2_2_99 737.37 508.81 39.92 23.33 82.83 Steel_2_2_100 1460.82 723.11 43.59 26.46 123.74
A-33 A.2.2 Section Dimensions Table 13 - Section dimensions for two-span steel suite 1. Bridge ID bf, Int. [in.] tf, Int. [in.] tw, Int. [in.] d, Int. [in.] bf, Ext. [in.] tf, Ext. [in.] tw, Ext. [in.] d, Ext. [in.] Steel_2_1_1 11.41 2.53 0.56 65 11.77 2.53 0.54 65 Steel_2_1_2 11.35 3.91 0.54 63 11.5 3.94 0.51 63 Steel_2_1_3 7.98 4.15 0.44 38 7.96 4.26 0.41 38 Steel_2_1_4 13.17 2.71 0.56 79 13.17 2.74 0.54 79 Steel_2_1_5 12.29 3.69 0.5 48 12.87 3.59 0.48 48 Steel_2_1_6 9.35 2.9 0.43 42 9.4 2.96 0.41 42 Steel_2_1_7 11.93 1.92 0.37 20 6 3.73 0.4 20 Steel_2_1_8 10.72 3.94 0.43 35 20.46 2.12 0.4 35 Steel_2_1_9 12.08 3.94 0.48 45 12.89 3.76 0.46 45 Steel_2_1_10 6 4.01 0.57 20 6.02 4.09 0.5 20 Steel_2_1_11 9.45 4.57 0.46 46 10.09 4.35 0.45 46 Steel_2_1_12 8.75 2.74 0.5 23 8.49 2.94 0.44 23 Steel_2_1_13 14 3.02 0.8 84 14 2.12 0.56 84 Steel_2_1_14 10.94 3.79 0.38 37 11.05 3.79 0.37 37 Steel_2_1_15 9.45 2.95 0.35 27 8.6 3.3 0.33 27 Steel_2_1_16 11.68 3.65 0.53 54 13.91 3.13 0.51 54 Steel_2_1_17 7.01 4.56 0.43 32 7.17 4.57 0.38 32 Steel_2_1_18 6.58 4.09 0.36 30 12.05 2.3 0.34 30 Steel_2_1_19 14.67 2 0.58 88 14.67 2.02 0.56 88 Steel_2_1_20 15.72 3.2 0.63 63 16.05 3.22 0.6 63 Steel_2_1_21 9.91 4.68 0.46 45 10.48 4.49 0.44 45 Steel_2_1_22 7.44 4.71 0.41 37 7.61 4.68 0.38 37 Steel_2_1_23 14.15 3.05 0.58 71 15.2 2.8 0.64 71 Steel_2_1_24 8.33 4.4 0.48 50 8.33 4.49 0.46 50 Steel_2_1_25 8.43 3.38 0.43 44 8.51 3.42 0.41 44 Steel_2_1_26 7.02 3.07 0.46 21 6 3.64 0.43 21 Steel_2_1_27 15.83 1.8 0.6 65 15.08 1.98 0.57 65 Steel_2_1_28 21 1.16 0.68 87 17.99 1.46 0.64 87 Steel_2_1_29 13.6 3.7 0.51 59 16.77 3.03 0.5 59 Steel_2_1_30 7.37 3.63 0.53 19 11.55 2.46 0.38 19 Steel_2_1_31 8.71 4.57 0.4 37 9.09 4.46 0.38 37 Steel_2_1_32 9.37 3.52 0.41 29 9.57 3.54 0.36 29 Steel_2_1_33 13.53 2.43 0.41 25 11.51 2.85 0.5 25 Steel_2_1_34 10.97 3.45 0.42 45 11.06 3.45 0.41 45 Steel_2_1_35 10.2 3.87 0.38 36 10.31 3.87 0.36 36 Steel_2_1_36 11.92 3.58 0.41 39 9.96 4.33 0.39 39 Steel_2_1_37 7.28 3.63 0.39 24 7.41 3.63 0.33 24 Steel_2_1_38 16.06 2.88 0.55 51 10.67 4.46 0.51 51 Steel_2_1_39 12.01 3.1 0.44 29 12.24 3.13 0.38 29 Steel_2_1_40 11.5 2.67 0.59 69 11.5 2.77 0.57 69 Steel_2_1_41 9.85 4.19 0.38 29 9.99 4.19 0.33 29 Steel_2_1_42 8.55 4.06 0.43 26 11.98 2.94 0.5 26
A-34 Steel_2_1_43 14.03 2.79 0.47 51 9.29 4.3 0.44 51 Steel_2_1_44 22.6 1.18 0.65 79 23.86 1.18 0.64 79 Steel_2_1_45 7.35 3.81 0.41 40 13.79 2.06 0.4 40 Steel_2_1_46 11.83 2.5 0.57 71 11.83 2.58 0.54 71 Steel_2_1_47 11.73 2.96 0.45 52 10.26 3.42 0.43 52 Steel_2_1_48 11.53 2.81 0.47 46 11.4 2.92 0.45 46 Steel_2_1_49 7.67 3.02 0.37 30 11.94 1.99 0.35 30 Steel_2_1_50 7.01 4.43 0.35 35 7.11 4.43 0.34 35 Steel_2_1_51 11.64 2.63 0.54 56 25.63 1.37 0.92 56 Steel_2_1_52 15.09 2.52 0.66 73 14.64 2.7 0.63 73 Steel_2_1_53 8.19 3.19 0.41 35 8.05 3.34 0.38 35 Steel_2_1_54 12.97 1.99 0.45 25 12.17 2.22 0.39 25 Steel_2_1_55 9.09 4.89 0.48 43 12.79 3.58 0.46 43 Steel_2_1_56 10.77 3.01 0.45 43 7.49 4.43 0.42 43 Steel_2_1_57 18.91 1.5 0.67 81 16.56 1.81 0.63 81 Steel_2_1_58 19.77 1.07 0.95 58 14.27 2.05 0.48 58 Steel_2_1_59 9.5 4.15 0.49 57 9.5 4.22 0.47 57 Steel_2_1_60 13.96 2.93 0.6 71 18.9 2.21 0.58 71 Steel_2_1_61 19.09 1.96 0.6 71 11.83 3.29 0.57 71 Steel_2_1_62 13.19 3.09 0.45 56 13.25 3.09 0.44 56 Steel_2_1_63 6.44 3.83 0.69 21 6.54 3.9 0.6 21 Steel_2_1_64 17.43 1.9 0.62 69 16.57 2.09 0.59 69 Steel_2_1_65 8.21 4.79 0.42 42 20.79 1.92 0.43 42 Steel_2_1_66 13.93 3.52 0.57 53 13.91 3.61 0.54 53 Steel_2_1_67 11.33 3.15 0.52 68 11.33 3.2 0.5 68 Steel_2_1_68 16.48 1.87 0.61 71 16.84 1.9 0.59 71 Steel_2_1_69 14.97 2.86 0.58 56 15.28 2.88 0.55 56 Steel_2_1_70 14.36 2.85 0.56 55 13.63 3.09 0.53 55 Steel_2_1_71 10.81 1.98 0.32 21 6 3.52 0.32 21 Steel_2_1_72 15.23 2.09 0.57 58 24.47 4.85 1.33 58 Steel_2_1_73 9.89 3.51 0.37 40 9.97 3.51 0.36 40 Steel_2_1_74 8.17 3.68 0.45 49 8.17 3.74 0.42 49 Steel_2_1_75 16.28 1.58 0.63 80 18.91 1.42 0.61 80 Steel_2_1_76 20.59 1.41 0.62 80 13.33 2.3 0.57 80 Steel_2_1_77 16.27 2.88 0.57 67 19.9 2.4 0.55 67 Steel_2_1_78 12.67 2.94 0.56 76 12.67 2.97 0.54 76 Steel_2_1_79 11.33 3.05 0.51 68 11.33 3.08 0.49 68 Steel_2_1_80 10.5 4.2 0.57 63 10.5 4.29 0.54 63 Steel_2_1_81 12.17 3.54 0.59 73 12.17 3.61 0.56 73 Steel_2_1_82 10.68 3.26 0.35 36 10.73 3.26 0.34 36 Steel_2_1_83 6 3.83 0.41 24 6.14 3.84 0.36 24 Steel_2_1_84 9.73 2.66 0.5 24 9.57 2.81 0.44 24 Steel_2_1_85 13.29 2.52 0.53 54 12.43 2.78 0.5 54 Steel_2_1_86 10.47 4.51 0.47 47 10.61 4.51 0.45 47 Steel_2_1_87 6 3.7 0.65 17 6.06 3.75 0.55 17 Steel_2_1_88 9.47 2.49 0.44 25 8.47 2.87 0.39 25 Steel_2_1_89 7.31 4 0.37 31 6.5 4.45 0.34 31 Steel_2_1_90 10.32 4.33 0.47 36 10.52 4.34 0.43 36
A-35 Steel_2_1_91 8.83 5.33 0.52 53 15.9 2.98 0.53 53 Steel_2_1_92 8.98 3.14 0.34 36 9.02 3.14 0.33 36 Steel_2_1_93 15.93 2.64 0.46 41 11.63 3.69 0.43 41 Steel_2_1_94 6 3.04 0.37 27 6 3.15 0.33 27 Steel_2_1_95 12.5 2.45 0.63 75 12.5 2.55 0.6 75 Steel_2_1_96 11.76 3.81 0.42 41 11.88 3.81 0.4 41 Steel_2_1_97 9.85 3.02 0.68 24 9.66 3.22 0.58 24 Steel_2_1_98 9.44 3.32 0.44 55 9.53 3.32 0.43 55 Steel_2_1_99 12.39 3.48 0.52 64 12.52 3.48 0.5 64 Steel_2_1_100 13.5 3.97 1.61 81 14.1 2.6 0.59 81 Table 14 - Section dimensions for two-span steel suite 1. Bridge ID bf, Int. [in.] tf, Int. [in.] tw, Int. [in.] d, Int. [in.] bf, Ext. [in.] tf, Ext. [in.] tw, Ext. [in.] d, Ext. [in.] Steel_2_2_1 21.02 1.9 0.63 69 19.3 2.15 0.6 69 Steel_2_2_2 13.23 3.63 0.48 52 13.36 3.63 0.46 52 Steel_2_2_3 8.35 4.74 0.42 33 10.22 3.96 0.39 33 Steel_2_2_4 6.38 3.52 0.32 24 6.43 3.52 0.31 24 Steel_2_2_5 10.83 3.5 0.56 65 10.83 3.59 0.54 65 Steel_2_2_6 13.23 2.14 0.56 60 12.23 2.41 0.53 60 Steel_2_2_7 14.33 2.08 0.65 86 14.33 2.17 0.63 86 Steel_2_2_8 11.81 3.84 0.52 63 11.98 3.84 0.5 63 Steel_2_2_9 13.23 2.61 0.97 64 11.07 3.77 0.51 64 Steel_2_2_10 6 3.41 0.33 30 6 3.47 0.31 30 Steel_2_2_11 14.35 2.53 0.42 29 8.11 4.45 0.44 29 Steel_2_2_12 13.39 3.2 0.52 52 13.24 3.32 0.5 52 Steel_2_2_13 14.42 3.42 0.42 43 14.51 3.42 0.4 43 Steel_2_2_14 11.32 2.43 0.51 23 10.69 2.67 0.44 23 Steel_2_2_15 14.31 3.01 0.56 73 14.38 3.01 0.55 73 Steel_2_2_16 9.37 3.12 0.36 38 9.41 3.12 0.35 38 Steel_2_2_17 12.96 3.33 0.57 59 13.83 3.19 0.55 59 Steel_2_2_18 10.86 2.66 0.41 34 11.54 2.58 0.38 34 Steel_2_2_19 8.3 2.69 0.45 25 8.1 2.87 0.39 25 Steel_2_2_20 10.82 3.07 0.43 40 10.05 3.38 0.41 40 Steel_2_2_21 9.6 3.65 0.43 40 9.51 3.76 0.41 40 Steel_2_2_22 9.8 4.41 0.4 38 9.92 4.41 0.38 38 Steel_2_2_23 8.92 2.45 0.67 18 8.53 2.7 0.58 18 Steel_2_2_24 6.78 3.66 0.36 28 6.92 3.66 0.33 28 Steel_2_2_25 7.09 3.74 0.89 38 12.62 2.49 0.38 38 Steel_2_2_26 10.83 2.5 0.55 65 10.83 2.58 0.53 65 Steel_2_2_27 10.5 4.11 0.54 63 18.03 2.41 0.53 63 Steel_2_2_28 14.62 3.21 0.58 66 11.99 4 0.55 66 Steel_2_2_29 9.81 4.21 0.41 40 9.92 4.21 0.39 40 Steel_2_2_30 14.01 3.2 0.38 36 14.06 3.2 0.37 36 Steel_2_2_31 6.49 3.58 0.59 16 6.61 3.58 0.51 16 Steel_2_2_32 9.71 4.69 0.42 42 9.83 4.69 0.4 42 Steel_2_2_33 11.1 2.42 0.43 40 10.14 2.73 0.41 40
A-36 Steel_2_2_34 11.01 3.46 0.43 31 11.37 3.43 0.39 31 Steel_2_2_35 18.48 2.15 0.63 72 18.62 2.21 0.61 72 Steel_2_2_36 19.29 1.79 0.89 57 9.5 4.27 0.48 57 Steel_2_2_37 10.81 4.02 0.52 59 10.98 4.02 0.5 59 Steel_2_2_38 26.57 1.88 0.6 61 12.15 4.24 0.56 61 Steel_2_2_39 10.79 3.37 0.34 30 10.86 3.37 0.32 30 Steel_2_2_40 14.47 1.54 0.32 30 6.43 3.48 0.31 30 Steel_2_2_41 6 3.25 0.33 28 6 3.31 0.31 28 Steel_2_2_42 12.79 3.74 0.57 61 13.99 3.46 0.94 61 Steel_2_2_43 11 2.82 1.45 58 13.58 3.24 0.47 58 Steel_2_2_44 15.53 1.68 0.62 75 13.86 1.99 0.59 75 Steel_2_2_45 9.57 3.73 0.48 26 9.7 3.76 0.42 26 Steel_2_2_46 7.61 5.06 0.43 36 7.66 5.08 0.4 36 Steel_2_2_47 6.8 3.32 0.37 19 11.47 2.06 0.31 19 Steel_2_2_48 12.33 3.12 0.49 57 10.63 3.68 0.46 57 Steel_2_2_49 7.89 2.82 0.41 33 7.9 2.9 0.38 33 Steel_2_2_50 9.45 3.5 0.5 48 9.25 3.66 0.47 48 Steel_2_2_51 22.04 1.16 0.67 43 7.62 3.83 0.39 43 Steel_2_2_52 10.89 3.77 0.55 64 11.37 3.68 0.53 64 Steel_2_2_53 11.49 3.49 0.49 58 17.37 2.33 0.48 58 Steel_2_2_54 9.67 3.36 0.47 46 12.03 2.75 0.45 46 Steel_2_2_55 10.5 2.97 0.54 63 10.5 3.06 0.52 63 Steel_2_2_56 8.59 4.32 0.49 48 8.82 4.29 0.47 48 Steel_2_2_57 7.53 3.19 0.4 36 7.65 3.21 0.38 36 Steel_2_2_58 6 3.13 0.31 26 6 3.17 0.31 26 Steel_2_2_59 8.55 3.78 0.41 46 8.66 3.78 0.39 46 Steel_2_2_60 11.27 2.44 0.56 66 12.68 2.24 0.54 66 Steel_2_2_61 23.04 1.77 0.51 48 12.4 3.38 0.47 48 Steel_2_2_62 6 4.12 0.55 21 7.02 3.7 0.43 21 Steel_2_2_63 14.09 2.79 0.62 72 15.38 2.63 0.6 72 Steel_2_2_64 11.52 3.38 0.37 39 11.59 3.38 0.36 39 Steel_2_2_65 13.28 3.73 0.54 66 13.44 3.73 0.52 66 Steel_2_2_66 6.04 3.39 0.52 26 6.02 3.55 0.46 26 Steel_2_2_67 19.1 2.16 0.47 43 11.67 3.62 0.44 43 Steel_2_2_68 8.88 5.14 0.48 41 9.34 4.98 0.45 41 Steel_2_2_69 9.67 3.68 0.48 58 12.35 2.91 0.46 58 Steel_2_2_70 20.46 1.81 0.59 62 15.97 2.41 0.56 62 Steel_2_2_71 12.17 3.03 0.65 46 12.89 3.07 0.4 46 Steel_2_2_72 18.93 1.38 0.67 92 17.4 1.57 0.65 92 Steel_2_2_73 8.29 3.65 0.4 43 13.11 2.33 0.39 43 Steel_2_2_74 22.07 1.08 0.78 27 12.09 2.23 0.35 27 Steel_2_2_75 10.4 4.66 0.46 44 10.53 4.66 0.44 44 Steel_2_2_76 6 4.4 0.38 34 6 4.48 0.35 34 Steel_2_2_77 17.51 2.56 0.57 64 11.66 3.95 0.54 64 Steel_2_2_78 11.11 3.67 0.56 54 11.55 3.62 0.53 54 Steel_2_2_79 10.46 4.26 0.43 44 10.59 4.26 0.41 44 Steel_2_2_80 7.23 4.48 0.39 38 7.34 4.48 0.37 38 Steel_2_2_81 11.29 2.47 0.53 54 10.27 2.82 0.5 54
A-37 Steel_2_2_82 18.76 2.88 1.18 70 11.67 2.5 0.58 70 Steel_2_2_83 10.83 2.48 0.42 35 18.81 1.46 0.4 35 Steel_2_2_84 17.65 2.8 0.56 55 18.94 2.67 0.54 55 Steel_2_2_85 16.46 2 0.62 75 13.99 2.45 0.59 75 Steel_2_2_86 12.82 2.49 0.52 55 20.28 1.61 0.49 55 Steel_2_2_87 13.39 1.92 0.5 52 8.67 3.09 0.46 52 Steel_2_2_88 13.36 3.92 0.52 61 13.51 3.92 0.5 61 Steel_2_2_89 13.01 5.9 0.63 78 14.66 2.13 0.62 78 Steel_2_2_90 11.33 3.78 0.56 68 11.56 3.77 0.53 68 Steel_2_2_91 12.46 3.16 0.53 70 15.56 2.54 0.52 70 Steel_2_2_92 6.31 3.28 0.32 24 6.35 3.28 0.31 24 Steel_2_2_93 13.72 2.24 0.49 23 13.75 2.32 0.43 23 Steel_2_2_94 14.83 3.34 0.58 56 17.92 2.82 0.56 56 Steel_2_2_95 6.28 4.05 0.4 32 12.97 2.01 0.37 32 Steel_2_2_96 11.94 3.68 0.54 50 26.34 4.56 0.54 50 Steel_2_2_97 17.59 1.9 0.58 68 11.33 3.09 0.55 68 Steel_2_2_98 9.64 4.31 0.45 41 10.18 4.16 0.42 41 Steel_2_2_99 6.59 4.12 0.35 31 9.41 2.96 0.33 31 Steel_2_2_100 10.78 3.89 0.54 55 11.16 3.84 0.52 55
A-38 A.2.3 Strength I Flexure â SLG Demands and Ratings A.2.3.1 Positive Region Table 15 - Strength I Flexure â Positive SLG Demands & Rating - Two-Span Steel Suite 1 Bridge ID Mn (+) [lb-in.] Int/Ext Factored DC1 + DC2 (+) [lb-in.] Int/Ext Factored LL (+) [lb-in.] Int/Ext St1M Inventory Rating (+) Int/Ext Steel_2_1_1 1.10e+08 / 1.11e+08 2.00e+07 / 2.00e+07 4.17e+07 / 4.43e+07 2.16 / 2.05 Steel_2_1_2 1.25e+08 / 1.45e+08 1.78e+07 / 2.25e+07 3.42e+07 / 3.75e+07 3.13 / 3.26 Steel_2_1_3 6.55e+07 / 6.49e+07 8.16e+06 / 8.17e+06 2.08e+07 / 2.11e+07 2.76 / 2.69 Steel_2_1_4 1.72e+08 / 1.73e+08 2.30e+07 / 2.30e+07 3.88e+07 / 4.43e+07 3.84 / 3.38 Steel_2_1_5 1.01e+08 / 1.02e+08 2.01e+07 / 2.01e+07 4.24e+07 / 4.50e+07 1.91 / 1.81 Steel_2_1_6 6.63e+07 / 6.62e+07 8.19e+06 / 8.20e+06 2.42e+07 / 2.49e+07 2.40 / 2.33 Steel_2_1_7 3.12e+07 / 2.62e+07 2.02e+06 / 2.00e+06 8.20e+06 / 8.26e+06 3.55 / 2.93 Steel_2_1_8 7.04e+07 / 7.94e+07 1.10e+07 / 1.11e+07 2.76e+07 / 2.95e+07 2.15 / 2.31 Steel_2_1_9 9.63e+07 / 9.73e+07 1.94e+07 / 1.95e+07 4.00e+07 / 4.31e+07 1.92 / 1.81 Steel_2_1_10 2.70e+07 / 2.67e+07 2.34e+06 / 2.35e+06 9.37e+06 / 9.65e+06 2.63 / 2.52 Steel_2_1_11 9.29e+07 / 9.39e+07 1.60e+07 / 1.61e+07 3.44e+07 / 3.74e+07 2.24 / 2.08 Steel_2_1_12 3.24e+07 / 3.19e+07 3.67e+06 / 3.68e+06 1.43e+07 / 1.44e+07 2.01 / 1.97 Steel_2_1_13 2.41e+08 / 1.67e+08 2.54e+07 / 2.21e+07 3.55e+07 / 4.13e+07 6.06 / 3.50 Steel_2_1_14 8.02e+07 / 8.01e+07 8.71e+06 / 8.72e+06 1.98e+07 / 2.08e+07 3.61 / 3.44 Steel_2_1_15 4.31e+07 / 4.19e+07 4.18e+06 / 4.19e+06 1.43e+07 / 1.50e+07 2.73 / 2.52 Steel_2_1_16 1.07e+08 / 1.11e+08 2.35e+07 / 2.36e+07 4.45e+07 / 4.85e+07 1.89 / 1.80 Steel_2_1_17 5.26e+07 / 5.25e+07 5.86e+06 / 5.87e+06 1.63e+07 / 1.71e+07 2.88 / 2.73 Steel_2_1_18 4.39e+07 / 4.92e+07 4.12e+06 / 4.15e+06 1.60e+07 / 1.63e+07 2.49 / 2.76 Steel_2_1_19 1.76e+08 / 1.77e+08 2.32e+07 / 2.31e+07 3.95e+07 / 4.57e+07 3.88 / 3.36 Steel_2_1_20 1.32e+08 / 1.33e+08 4.11e+07 / 4.12e+07 5.94e+07 / 6.23e+07 1.53 / 1.47 Steel_2_1_21 9.50e+07 / 9.58e+07 1.65e+07 / 1.66e+07 3.64e+07 / 3.90e+07 2.16 / 2.03 Steel_2_1_22 6.59e+07 / 6.57e+07 7.28e+06 / 7.30e+06 2.02e+07 / 2.08e+07 2.91 / 2.81 Steel_2_1_23 1.58e+08 / 1.59e+08 3.13e+07 / 3.16e+07 4.68e+07 / 5.01e+07 2.70 / 2.54 Steel_2_1_24 9.44e+07 / 9.39e+07 1.35e+07 / 1.35e+07 3.20e+07 / 3.32e+07 2.52 / 2.42 Steel_2_1_25 7.24e+07 / 7.23e+07 8.10e+06 / 8.11e+06 2.45e+07 / 2.52e+07 2.63 / 2.54 Steel_2_1_26 2.81e+07 / 2.65e+07 1.96e+06 / 1.95e+06 8.82e+06 / 8.81e+06 2.96 / 2.78 Steel_2_1_27 1.06e+08 / 1.07e+08 2.33e+07 / 2.34e+07 4.61e+07 / 4.70e+07 1.81 / 1.78 Steel_2_1_28 1.42e+08 / 1.43e+08 3.27e+07 / 3.27e+07 6.67e+07 / 6.67e+07 1.64 / 1.66 Steel_2_1_29 1.44e+08 / 1.48e+08 2.56e+07 / 2.57e+07 3.99e+07 / 4.33e+07 2.97 / 2.84 Steel_2_1_30 2.92e+07 / 3.03e+07 2.22e+06 / 2.24e+06 8.03e+06 / 8.32e+06 3.37 / 3.38 Steel_2_1_31 7.11e+07 / 7.13e+07 9.69e+06 / 9.71e+06 2.56e+07 / 2.71e+07 2.40 / 2.27 Steel_2_1_32 5.01e+07 / 4.99e+07 6.08e+06 / 6.09e+06 1.94e+07 / 2.02e+07 2.27 / 2.17 Steel_2_1_33 4.78e+07 / 4.60e+07 4.80e+06 / 4.82e+06 1.41e+07 / 1.51e+07 3.05 / 2.73 Steel_2_1_34 9.52e+07 / 9.52e+07 9.71e+06 / 9.71e+06 2.07e+07 / 2.28e+07 4.13 / 3.75 Steel_2_1_35 7.49e+07 / 7.48e+07 7.29e+06 / 7.29e+06 1.86e+07 / 1.86e+07 3.64 / 3.63 Steel_2_1_36 8.61e+07 / 8.22e+07 1.05e+07 / 1.05e+07 2.35e+07 / 2.49e+07 3.22 / 2.88 Steel_2_1_37 3.66e+07 / 3.65e+07 2.76e+06 / 2.76e+06 9.63e+06 / 1.00e+07 3.51 / 3.37 Steel_2_1_38 1.13e+08 / 1.04e+08 2.30e+07 / 2.29e+07 4.17e+07 / 4.26e+07 2.16 / 1.91
A-39 Steel_2_1_39 5.52e+07 / 5.51e+07 7.79e+06 / 7.81e+06 2.26e+07 / 2.35e+07 2.10 / 2.01 Steel_2_1_40 1.22e+08 / 1.23e+08 2.35e+07 / 2.35e+07 4.23e+07 / 4.52e+07 2.33 / 2.19 Steel_2_1_41 5.93e+07 / 5.91e+07 6.36e+06 / 6.37e+06 1.80e+07 / 1.87e+07 2.94 / 2.82 Steel_2_1_42 4.68e+07 / 5.04e+07 4.41e+06 / 4.46e+06 1.35e+07 / 1.36e+07 3.14 / 3.38 Steel_2_1_43 1.11e+08 / 1.04e+08 1.45e+07 / 1.44e+07 3.04e+07 / 3.23e+07 3.17 / 2.77 Steel_2_1_44 1.42e+08 / 1.47e+08 2.55e+07 / 2.57e+07 4.86e+07 / 5.00e+07 2.39 / 2.42 Steel_2_1_45 6.33e+07 / 6.88e+07 6.64e+06 / 6.68e+06 2.06e+07 / 2.11e+07 2.75 / 2.95 Steel_2_1_46 1.33e+08 / 1.34e+08 1.87e+07 / 1.87e+07 3.73e+07 / 3.89e+07 3.07 / 2.95 Steel_2_1_47 1.08e+08 / 1.06e+08 9.58e+06 / 9.56e+06 2.28e+07 / 2.42e+07 4.31 / 3.98 Steel_2_1_48 8.07e+07 / 8.05e+07 1.28e+07 / 1.28e+07 3.30e+07 / 3.36e+07 2.06 / 2.01 Steel_2_1_49 4.10e+07 / 4.39e+07 4.21e+06 / 4.22e+06 1.50e+07 / 1.56e+07 2.46 / 2.54 Steel_2_1_50 5.80e+07 / 5.78e+07 5.68e+06 / 5.69e+06 1.76e+07 / 1.83e+07 2.97 / 2.85 Steel_2_1_51 9.55e+07 / 1.32e+08 1.72e+07 / 1.85e+07 3.91e+07 / 4.05e+07 2.00 / 2.81 Steel_2_1_52 1.35e+08 / 1.36e+08 3.87e+07 / 3.87e+07 5.73e+07 / 5.92e+07 1.67 / 1.64 Steel_2_1_53 5.20e+07 / 5.16e+07 6.14e+06 / 6.14e+06 1.93e+07 / 1.95e+07 2.38 / 2.33 Steel_2_1_54 3.77e+07 / 3.72e+07 5.09e+06 / 5.10e+06 1.75e+07 / 1.74e+07 1.87 / 1.84 Steel_2_1_55 8.56e+07 / 9.35e+07 1.56e+07 / 1.58e+07 3.05e+07 / 3.26e+07 2.29 / 2.39 Steel_2_1_56 7.88e+07 / 7.34e+07 9.19e+06 / 9.17e+06 2.45e+07 / 2.51e+07 2.85 / 2.56 Steel_2_1_57 1.37e+08 / 1.38e+08 3.33e+07 / 3.33e+07 6.43e+07 / 6.41e+07 1.62 / 1.64 Steel_2_1_58 1.05e+08 / 1.06e+08 1.30e+07 / 1.26e+07 3.07e+07 / 3.19e+07 2.99 / 2.92 Steel_2_1_59 1.18e+08 / 1.18e+08 1.70e+07 / 1.71e+07 3.44e+07 / 3.64e+07 2.93 / 2.77 Steel_2_1_60 1.44e+08 / 1.49e+08 3.44e+07 / 3.45e+07 5.63e+07 / 6.20e+07 1.94 / 1.84 Steel_2_1_61 1.48e+08 / 1.42e+08 2.92e+07 / 2.91e+07 4.57e+07 / 5.00e+07 2.59 / 2.26 Steel_2_1_62 1.30e+08 / 1.30e+08 1.33e+07 / 1.33e+07 2.76e+07 / 3.17e+07 4.23 / 3.69 Steel_2_1_63 2.91e+07 / 2.88e+07 3.08e+06 / 3.08e+06 9.50e+06 / 1.00e+07 2.74 / 2.57 Steel_2_1_64 1.24e+08 / 1.25e+08 2.89e+07 / 2.89e+07 5.82e+07 / 5.92e+07 1.64 / 1.63 Steel_2_1_65 8.03e+07 / 9.34e+07 1.16e+07 / 1.17e+07 2.59e+07 / 2.81e+07 2.65 / 2.90 Steel_2_1_66 1.12e+08 / 1.12e+08 2.87e+07 / 2.88e+07 4.93e+07 / 5.06e+07 1.69 / 1.64 Steel_2_1_67 1.43e+08 / 1.43e+08 1.85e+07 / 1.84e+07 3.50e+07 / 3.76e+07 3.56 / 3.31 Steel_2_1_68 1.21e+08 / 1.22e+08 2.91e+07 / 2.92e+07 5.38e+07 / 5.69e+07 1.71 / 1.64 Steel_2_1_69 1.09e+08 / 1.10e+08 2.86e+07 / 2.87e+07 4.91e+07 / 5.14e+07 1.64 / 1.58 Steel_2_1_70 1.11e+08 / 1.10e+08 2.32e+07 / 2.33e+07 5.19e+07 / 5.18e+07 1.69 / 1.68 Steel_2_1_71 2.97e+07 / 2.66e+07 1.67e+06 / 1.66e+06 7.76e+06 / 7.51e+06 3.62 / 3.33 Steel_2_1_72 1.01e+08 / 3.84e+08 2.08e+07 / 3.04e+07 4.51e+07 / 4.69e+07 1.78 / 7.53 Steel_2_1_73 7.82e+07 / 7.82e+07 6.48e+06 / 6.53e+06 1.85e+07 / 1.92e+07 3.87 / 3.72 Steel_2_1_74 8.72e+07 / 8.70e+07 8.61e+06 / 8.61e+06 1.93e+07 / 1.94e+07 4.06 / 4.04 Steel_2_1_75 1.40e+08 / 1.42e+08 2.44e+07 / 2.44e+07 4.42e+07 / 4.56e+07 2.62 / 2.58 Steel_2_1_76 1.56e+08 / 1.52e+08 2.43e+07 / 2.41e+07 4.76e+07 / 4.93e+07 2.76 / 2.60 Steel_2_1_77 1.57e+08 / 1.61e+08 3.11e+07 / 3.12e+07 5.28e+07 / 5.63e+07 2.39 / 2.31 Steel_2_1_78 1.65e+08 / 1.65e+08 2.48e+07 / 2.48e+07 3.92e+07 / 4.54e+07 3.56 / 3.09 Steel_2_1_79 1.41e+08 / 1.41e+08 1.69e+07 / 1.69e+07 3.23e+07 / 3.61e+07 3.85 / 3.45 Steel_2_1_80 1.30e+08 / 1.30e+08 2.88e+07 / 2.88e+07 4.43e+07 / 4.90e+07 2.28 / 2.06 Steel_2_1_81 1.58e+08 / 1.58e+08 3.27e+07 / 3.27e+07 5.08e+07 / 5.42e+07 2.47 / 2.32 Steel_2_1_82 7.03e+07 / 6.98e+07 5.56e+06 / 5.56e+06 1.57e+07 / 1.74e+07 4.11 / 3.69 Steel_2_1_83 3.13e+07 / 3.12e+07 2.70e+06 / 2.70e+06 1.15e+07 / 1.17e+07 2.50 / 2.44 Steel_2_1_84 3.57e+07 / 3.53e+07 4.31e+06 / 4.32e+06 1.49e+07 / 1.51e+07 2.11 / 2.05 Steel_2_1_85 9.75e+07 / 9.69e+07 1.78e+07 / 1.78e+07 4.33e+07 / 4.29e+07 1.84 / 1.84 Steel_2_1_86 1.05e+08 / 1.05e+08 1.65e+07 / 1.65e+07 3.07e+07 / 3.29e+07 2.88 / 2.69
A-40 Steel_2_1_87 2.31e+07 / 2.29e+07 1.55e+06 / 1.55e+06 6.27e+06 / 6.30e+06 3.43 / 3.39 Steel_2_1_88 3.52e+07 / 3.42e+07 3.89e+06 / 3.89e+06 1.47e+07 / 1.49e+07 2.13 / 2.04 Steel_2_1_89 5.00e+07 / 4.71e+07 4.40e+06 / 4.38e+06 1.40e+07 / 1.43e+07 3.26 / 2.99 Steel_2_1_90 7.39e+07 / 7.36e+07 1.20e+07 / 1.20e+07 2.80e+07 / 2.91e+07 2.21 / 2.11 Steel_2_1_91 1.11e+08 / 1.24e+08 2.13e+07 / 2.15e+07 3.71e+07 / 3.94e+07 2.42 / 2.61 Steel_2_1_92 6.09e+07 / 6.06e+07 4.20e+06 / 4.20e+06 1.30e+07 / 1.48e+07 4.35 / 3.81 Steel_2_1_93 8.90e+07 / 8.38e+07 1.34e+07 / 1.33e+07 3.49e+07 / 3.55e+07 2.17 / 1.98 Steel_2_1_94 3.06e+07 / 3.04e+07 2.68e+06 / 2.68e+06 1.22e+07 / 1.19e+07 2.29 / 2.34 Steel_2_1_95 1.34e+08 / 1.35e+08 2.74e+07 / 2.75e+07 5.07e+07 / 5.22e+07 2.10 / 2.05 Steel_2_1_96 9.43e+07 / 9.42e+07 1.07e+07 / 1.07e+07 2.24e+07 / 2.29e+07 3.72 / 3.65 Steel_2_1_97 3.82e+07 / 3.77e+07 5.64e+06 / 5.64e+06 1.48e+07 / 1.51e+07 2.20 / 2.12 Steel_2_1_98 1.05e+08 / 1.05e+08 9.27e+06 / 9.26e+06 2.30e+07 / 2.50e+07 4.17 / 3.84 Steel_2_1_99 1.48e+08 / 1.49e+08 2.12e+07 / 2.12e+07 3.70e+07 / 4.07e+07 3.43 / 3.13 Steel_2_1_100 2.93e+08 / 1.66e+08 4.27e+07 / 3.26e+07 4.66e+07 / 4.72e+07 5.38 / 2.82 Table 16 - Strength I Flexure â Positive SLG Demands & Rating - Two-Span Steel Suite 2 Bridge ID Mn (+) [lb-in.] Int/Ext Factored DC1 + DC2 (+) [lb-in.] Int/Ext Factored LL (+) [lb- in.] Int/Ext St1M Inventory Rating (+) Int/Ext Steel_2_2_1 1.36e+08 / 1.36e+08 3.62e+07 / 3.62e+07 6.99e+07 / 7.01e+07 1.43 / 1.42 Steel_2_2_2 1.26e+08 / 1.26e+08 1.86e+07 / 1.86e+07 3.01e+07 / 3.30e+07 3.58 / 3.27 Steel_2_2_3 6.30e+07 / 6.64e+07 7.62e+06 / 7.61e+06 2.04e+07 / 2.14e+07 2.71 / 2.74 Steel_2_2_4 3.24e+07 / 3.19e+07 1.89e+06 / 1.89e+06 8.38e+06 / 8.54e+06 3.64 / 3.52 Steel_2_2_5 1.31e+08 / 1.31e+08 2.32e+07 / 2.32e+07 4.47e+07 / 4.72e+07 2.41 / 2.28 Steel_2_2_6 1.00e+08 / 1.00e+08 1.77e+07 / 1.78e+07 4.30e+07 / 4.29e+07 1.92 / 1.92 Steel_2_2_7 1.52e+08 / 1.54e+08 3.56e+07 / 3.57e+07 5.72e+07 / 6.20e+07 2.04 / 1.90 Steel_2_2_8 1.44e+08 / 1.45e+08 2.43e+07 / 2.43e+07 4.05e+07 / 4.26e+07 2.97 / 2.83 Steel_2_2_9 1.41e+08 / 1.40e+08 2.25e+07 / 2.14e+07 3.68e+07 / 3.76e+07 3.23 / 3.16 Steel_2_2_10 3.82e+07 / 3.80e+07 2.69e+06 / 2.69e+06 9.88e+06 / 9.71e+06 3.59 / 3.64 Steel_2_2_11 5.92e+07 / 5.07e+07 6.43e+06 / 6.39e+06 1.56e+07 / 1.67e+07 3.38 / 2.65 Steel_2_2_12 1.08e+08 / 1.08e+08 2.11e+07 / 2.11e+07 4.77e+07 / 4.85e+07 1.83 / 1.79 Steel_2_2_13 1.09e+08 / 1.09e+08 1.25e+07 / 1.26e+07 2.60e+07 / 2.85e+07 3.72 / 3.39 Steel_2_2_14 3.63e+07 / 3.56e+07 4.30e+06 / 4.31e+06 1.67e+07 / 1.64e+07 1.92 / 1.91 Steel_2_2_15 1.73e+08 / 1.73e+08 2.74e+07 / 2.73e+07 3.59e+07 / 4.37e+07 4.06 / 3.34 Steel_2_2_16 6.61e+07 / 6.59e+07 4.59e+06 / 4.59e+06 1.41e+07 / 1.58e+07 4.35 / 3.87 Steel_2_2_17 1.18e+08 / 1.19e+08 2.88e+07 / 2.87e+07 4.89e+07 / 5.30e+07 1.82 / 1.71 Steel_2_2_18 5.53e+07 / 5.57e+07 6.76e+06 / 6.78e+06 2.38e+07 / 2.29e+07 2.04 / 2.13 Steel_2_2_19 3.33e+07 / 3.30e+07 3.79e+06 / 3.80e+06 1.43e+07 / 1.45e+07 2.07 / 2.02 Steel_2_2_20 7.12e+07 / 7.00e+07 9.63e+06 / 9.65e+06 3.04e+07 / 2.94e+07 2.03 / 2.05 Steel_2_2_21 7.30e+07 / 7.24e+07 9.72e+06 / 9.73e+06 2.88e+07 / 2.91e+07 2.20 / 2.15 Steel_2_2_22 8.01e+07 / 7.99e+07 1.06e+07 / 1.06e+07 2.45e+07 / 2.63e+07 2.84 / 2.63 Steel_2_2_23 2.52e+07 / 2.46e+07 2.72e+06 / 2.73e+06 1.07e+07 / 1.07e+07 2.10 / 2.05 Steel_2_2_24 3.94e+07 / 3.94e+07 3.77e+06 / 3.77e+06 1.30e+07 / 1.36e+07 2.75 / 2.62 Steel_2_2_25 6.49e+07 / 7.10e+07 6.01e+06 / 5.91e+06 1.69e+07 / 1.70e+07 3.49 / 3.83 Steel_2_2_26 1.14e+08 / 1.14e+08 1.54e+07 / 1.55e+07 2.78e+07 / 2.95e+07 3.53 / 3.34 Steel_2_2_27 1.35e+08 / 1.45e+08 2.46e+07 / 2.47e+07 4.50e+07 / 4.85e+07 2.46 / 2.48
A-41 Steel_2_2_28 1.46e+08 / 1.42e+08 3.40e+07 / 3.39e+07 5.29e+07 / 5.86e+07 2.12 / 1.84 Steel_2_2_29 8.42e+07 / 8.40e+07 9.65e+06 / 9.66e+06 2.24e+07 / 2.32e+07 3.33 / 3.21 Steel_2_2_30 8.51e+07 / 8.47e+07 8.02e+06 / 8.02e+06 1.67e+07 / 1.89e+07 4.62 / 4.06 Steel_2_2_31 2.27e+07 / 2.23e+07 1.44e+06 / 1.45e+06 6.58e+06 / 6.82e+06 3.24 / 3.06 Steel_2_2_32 9.14e+07 / 9.11e+07 1.23e+07 / 1.23e+07 3.01e+07 / 3.16e+07 2.63 / 2.49 Steel_2_2_33 6.30e+07 / 6.21e+07 7.86e+06 / 7.87e+06 2.63e+07 / 2.54e+07 2.10 / 2.14 Steel_2_2_34 5.98e+07 / 5.99e+07 8.10e+06 / 8.11e+06 2.31e+07 / 2.44e+07 2.24 / 2.12 Steel_2_2_35 1.40e+08 / 1.42e+08 3.81e+07 / 3.81e+07 6.79e+07 / 7.09e+07 1.51 / 1.46 Steel_2_2_36 1.27e+08 / 1.16e+08 1.90e+07 / 1.82e+07 3.90e+07 / 4.12e+07 2.76 / 2.38 Steel_2_2_37 1.29e+08 / 1.30e+08 2.17e+07 / 2.17e+07 3.39e+07 / 3.59e+07 3.18 / 3.01 Steel_2_2_38 1.46e+08 / 1.32e+08 3.44e+07 / 3.44e+07 5.02e+07 / 5.50e+07 2.23 / 1.77 Steel_2_2_39 5.84e+07 / 5.78e+07 4.79e+06 / 4.79e+06 1.35e+07 / 1.47e+07 3.96 / 3.60 Steel_2_2_40 4.27e+07 / 4.03e+07 2.39e+06 / 2.37e+06 1.03e+07 / 1.05e+07 3.90 / 3.62 Steel_2_2_41 3.42e+07 / 3.40e+07 2.58e+06 / 2.58e+06 1.01e+07 / 1.03e+07 3.12 / 3.05 Steel_2_2_42 1.28e+08 / 1.41e+08 3.32e+07 / 3.49e+07 5.44e+07 / 5.94e+07 1.74 / 1.79 Steel_2_2_43 1.31e+08 / 1.39e+08 1.81e+07 / 1.65e+07 3.06e+07 / 3.41e+07 3.70 / 3.59 Steel_2_2_44 1.25e+08 / 1.25e+08 2.43e+07 / 2.43e+07 5.51e+07 / 5.46e+07 1.82 / 1.84 Steel_2_2_45 4.71e+07 / 4.68e+07 5.43e+06 / 5.44e+06 1.86e+07 / 1.92e+07 2.24 / 2.15 Steel_2_2_46 6.61e+07 / 6.52e+07 8.77e+06 / 8.77e+06 2.07e+07 / 2.19e+07 2.77 / 2.58 Steel_2_2_47 2.60e+07 / 2.66e+07 1.50e+06 / 1.51e+06 6.65e+06 / 7.14e+06 3.68 / 3.52 Steel_2_2_48 1.25e+08 / 1.23e+08 1.43e+07 / 1.42e+07 2.87e+07 / 2.98e+07 3.87 / 3.65 Steel_2_2_49 4.42e+07 / 4.41e+07 5.02e+06 / 5.03e+06 1.51e+07 / 1.56e+07 2.59 / 2.50 Steel_2_2_50 8.48e+07 / 8.42e+07 1.29e+07 / 1.29e+07 3.05e+07 / 3.07e+07 2.36 / 2.32 Steel_2_2_51 7.90e+07 / 7.02e+07 7.56e+06 / 7.38e+06 2.22e+07 / 2.29e+07 3.22 / 2.75 Steel_2_2_52 1.31e+08 / 1.32e+08 2.57e+07 / 2.58e+07 5.05e+07 / 5.38e+07 2.08 / 1.97 Steel_2_2_53 1.25e+08 / 1.31e+08 1.81e+07 / 1.81e+07 3.43e+07 / 3.59e+07 3.11 / 3.13 Steel_2_2_54 8.09e+07 / 8.34e+07 1.16e+07 / 1.17e+07 3.04e+07 / 3.16e+07 2.28 / 2.27 Steel_2_2_55 1.15e+08 / 1.15e+08 1.76e+07 / 1.76e+07 3.74e+07 / 3.93e+07 2.61 / 2.48 Steel_2_2_56 9.01e+07 / 9.01e+07 1.38e+07 / 1.38e+07 2.90e+07 / 3.06e+07 2.63 / 2.50 Steel_2_2_57 5.04e+07 / 5.04e+07 5.79e+06 / 5.80e+06 1.79e+07 / 1.86e+07 2.49 / 2.39 Steel_2_2_58 3.10e+07 / 3.09e+07 2.13e+06 / 2.13e+06 9.13e+06 / 9.18e+06 3.17 / 3.13 Steel_2_2_59 8.51e+07 / 8.51e+07 8.22e+06 / 8.22e+06 2.09e+07 / 2.15e+07 3.67 / 3.57 Steel_2_2_60 1.13e+08 / 1.15e+08 1.77e+07 / 1.77e+07 3.62e+07 / 3.85e+07 2.64 / 2.53 Steel_2_2_61 1.03e+08 / 9.54e+07 1.85e+07 / 1.85e+07 3.95e+07 / 4.18e+07 2.15 / 1.84 Steel_2_2_62 2.89e+07 / 3.05e+07 2.29e+06 / 2.31e+06 9.20e+06 / 9.28e+06 2.90 / 3.04 Steel_2_2_63 1.39e+08 / 1.41e+08 3.60e+07 / 3.61e+07 5.92e+07 / 6.49e+07 1.74 / 1.62 Steel_2_2_64 8.39e+07 / 8.33e+07 7.01e+06 / 7.01e+06 1.92e+07 / 2.06e+07 4.01 / 3.70 Steel_2_2_65 1.61e+08 / 1.61e+08 2.88e+07 / 2.88e+07 4.48e+07 / 4.74e+07 2.96 / 2.80 Steel_2_2_66 3.20e+07 / 3.18e+07 3.47e+06 / 3.47e+06 1.04e+07 / 1.08e+07 2.76 / 2.63 Steel_2_2_67 9.41e+07 / 8.71e+07 1.46e+07 / 1.46e+07 3.40e+07 / 3.60e+07 2.34 / 2.01 Steel_2_2_68 8.17e+07 / 8.23e+07 1.51e+07 / 1.51e+07 2.85e+07 / 3.08e+07 2.34 / 2.18 Steel_2_2_69 1.17e+08 / 1.21e+08 1.36e+07 / 1.37e+07 3.04e+07 / 3.03e+07 3.41 / 3.52 Steel_2_2_70 1.19e+08 / 1.17e+08 2.78e+07 / 2.78e+07 5.38e+07 / 5.58e+07 1.69 / 1.60 Steel_2_2_71 1.02e+08 / 1.03e+08 9.53e+06 / 9.37e+06 2.14e+07 / 2.47e+07 4.34 / 3.81 Steel_2_2_72 1.62e+08 / 1.51e+08 3.39e+07 / 3.12e+07 5.68e+07 / 5.84e+07 2.26 / 2.06 Steel_2_2_73 7.63e+07 / 8.08e+07 6.55e+06 / 6.58e+06 1.72e+07 / 1.78e+07 4.05 / 4.17 Steel_2_2_74 4.75e+07 / 4.37e+07 3.51e+06 / 3.43e+06 1.30e+07 / 1.31e+07 3.38 / 3.08 Steel_2_2_75 9.88e+07 / 9.85e+07 1.56e+07 / 1.56e+07 2.92e+07 / 3.15e+07 2.85 / 2.64
A-42 Steel_2_2_76 4.92e+07 / 4.88e+07 4.56e+06 / 4.56e+06 1.55e+07 / 1.57e+07 2.88 / 2.82 Steel_2_2_77 1.43e+08 / 1.35e+08 3.03e+07 / 3.02e+07 5.25e+07 / 5.73e+07 2.15 / 1.83 Steel_2_2_78 1.03e+08 / 1.04e+08 2.33e+07 / 2.33e+07 3.75e+07 / 4.02e+07 2.13 / 2.00 Steel_2_2_79 9.65e+07 / 9.63e+07 1.36e+07 / 1.36e+07 2.83e+07 / 3.03e+07 2.93 / 2.73 Steel_2_2_80 6.57e+07 / 6.55e+07 6.69e+06 / 6.70e+06 1.78e+07 / 1.84e+07 3.32 / 3.20 Steel_2_2_81 8.89e+07 / 8.82e+07 1.37e+07 / 1.37e+07 3.50e+07 / 3.38e+07 2.15 / 2.20 Steel_2_2_82 2.57e+08 / 1.16e+08 2.85e+07 / 2.35e+07 4.51e+07 / 4.50e+07 5.06 / 2.06 Steel_2_2_83 5.39e+07 / 5.73e+07 7.03e+06 / 7.05e+06 2.27e+07 / 2.25e+07 2.06 / 2.23 Steel_2_2_84 1.17e+08 / 1.19e+08 3.25e+07 / 3.26e+07 5.65e+07 / 6.05e+07 1.50 / 1.43 Steel_2_2_85 1.38e+08 / 1.38e+08 3.09e+07 / 3.10e+07 5.90e+07 / 6.17e+07 1.82 / 1.73 Steel_2_2_86 1.03e+08 / 1.07e+08 1.45e+07 / 1.45e+07 3.26e+07 / 3.50e+07 2.72 / 2.65 Steel_2_2_87 8.41e+07 / 8.22e+07 9.75e+06 / 1.01e+07 2.95e+07 / 2.93e+07 2.52 / 2.46 Steel_2_2_88 1.51e+08 / 1.51e+08 2.78e+07 / 2.78e+07 4.54e+07 / 4.68e+07 2.71 / 2.64 Steel_2_2_89 3.12e+08 / 1.33e+08 3.96e+07 / 3.29e+07 5.67e+07 / 5.83e+07 4.81 / 1.72 Steel_2_2_90 1.47e+08 / 1.47e+08 2.83e+07 / 2.83e+07 4.35e+07 / 4.68e+07 2.72 / 2.54 Steel_2_2_91 1.58e+08 / 1.61e+08 2.07e+07 / 2.07e+07 3.61e+07 / 4.15e+07 3.80 / 3.39 Steel_2_2_92 3.05e+07 / 3.01e+07 1.62e+06 / 1.63e+06 6.79e+06 / 7.16e+06 4.25 / 3.98 Steel_2_2_93 3.98e+07 / 3.97e+07 5.41e+06 / 5.43e+06 1.74e+07 / 1.80e+07 1.98 / 1.90 Steel_2_2_94 1.17e+08 / 1.21e+08 3.31e+07 / 3.32e+07 5.10e+07 / 5.52e+07 1.65 / 1.59 Steel_2_2_95 4.49e+07 / 5.09e+07 4.75e+06 / 4.79e+06 1.47e+07 / 1.52e+07 2.74 / 3.04 Steel_2_2_96 1.01e+08 / 2.94e+08 2.19e+07 / 2.96e+07 4.03e+07 / 3.94e+07 1.95 / 6.72 Steel_2_2_97 1.34e+08 / 1.30e+08 2.29e+07 / 2.29e+07 4.97e+07 / 5.13e+07 2.24 / 2.08 Steel_2_2_98 8.12e+07 / 8.19e+07 1.31e+07 / 1.31e+07 2.90e+07 / 3.13e+07 2.35 / 2.20 Steel_2_2_99 4.67e+07 / 5.03e+07 3.85e+06 / 3.87e+06 1.31e+07 / 1.30e+07 3.28 / 3.56 Steel_2_2_100 1.09e+08 / 1.09e+08 2.30e+07 / 2.30e+07 4.32e+07 / 4.57e+07 1.98 / 1.88
A-43 A.2.3.2 Negative Region Table 17 - Strength I Flexure â Negative SLG Demands & Rating - Two-Span Steel Suite 1 Bridge ID Fn (-) [psi] Int/Ext Factored DC1 + DC2 (-) [psi] Int/Ext Factored LL (-) [psi] Int/Ext St1 Inventory Rating (-) Int/Ext Steel_2_1_1 4.07e+04 / 4.12e+04 -1.75e+04 / -1.72e+04 -2.32e+04 / -2.41e+04 1.00 / 1.00 Steel_2_1_2 4.03e+04 / 4.06e+04 -1.98e+04 / -1.48e+04 -2.05e+04 / -1.54e+04 1.00 / 1.67 Steel_2_1_3 3.64e+04 / 3.64e+04 -1.39e+04 / -1.37e+04 -2.25e+04 / -2.27e+04 1.00 / 1.00 Steel_2_1_4 4.25e+04 / 4.25e+04 -1.34e+04 / -1.33e+04 -1.41e+04 / -1.60e+04 2.06 / 1.82 Steel_2_1_5 4.26e+04 / 4.32e+04 -1.82e+04 / -1.79e+04 -2.43e+04 / -2.53e+04 1.00 / 1.00 Steel_2_1_6 3.95e+04 / 3.96e+04 -1.37e+04 / -1.35e+04 -2.58e+04 / -2.61e+04 1.00 / 1.00 Steel_2_1_7 4.66e+04 / 3.79e+04 -9.30e+03 / -1.17e+04 -1.70e+04 / -2.17e+04 2.19 / 1.21 Steel_2_1_8 4.25e+04 / 4.87e+04 -1.63e+04 / -1.42e+04 -2.62e+04 / -2.43e+04 1.00 / 1.42 Steel_2_1_9 4.27e+04 / 4.35e+04 -1.85e+04 / -1.81e+04 -2.41e+04 / -2.54e+04 1.00 / 1.00 Steel_2_1_10 3.67e+04 / 3.69e+04 -1.30e+04 / -1.29e+04 -2.29e+04 / -2.33e+04 1.03 / 1.03 Steel_2_1_11 3.99e+04 / 4.09e+04 -1.69e+04 / -1.66e+04 -2.30e+04 / -2.43e+04 1.00 / 1.00 Steel_2_1_12 4.14e+04 / 4.10e+04 -1.47e+04 / -1.45e+04 -2.67e+04 / -2.65e+04 1.00 / 1.00 Steel_2_1_13 4.34e+04 / 4.34e+04 -1.13e+04 / -1.36e+04 -9.86e+03 / -1.59e+04 3.26 / 1.88 Steel_2_1_14 4.27e+04 / 4.28e+04 -1.22e+04 / -1.21e+04 -1.77e+04 / -1.85e+04 1.72 / 1.66 Steel_2_1_15 4.05e+04 / 3.91e+04 -1.21e+04 / -1.23e+04 -2.30e+04 / -2.45e+04 1.24 / 1.09 Steel_2_1_16 4.26e+04 / 4.47e+04 -1.94e+04 / -1.87e+04 -2.32e+04 / -2.43e+04 1.00 / 1.07 Steel_2_1_17 3.64e+04 / 3.68e+04 -1.34e+04 / -1.31e+04 -2.30e+04 / -2.37e+04 1.00 / 1.00 Steel_2_1_18 3.78e+04 / 4.58e+04 -1.18e+04 / -1.01e+04 -2.60e+04 / -2.25e+04 1.00 / 1.59 Steel_2_1_19 4.33e+04 / 4.34e+04 -1.34e+04 / -1.34e+04 -1.43e+04 / -1.65e+04 2.09 / 1.82 Steel_2_1_20 4.44e+04 / 4.47e+04 -2.33e+04 / -2.29e+04 -2.12e+04 / -2.18e+04 1.00 / 1.00 Steel_2_1_21 4.03e+04 / 4.11e+04 -1.69e+04 / -1.65e+04 -2.34e+04 / -2.46e+04 1.00 / 1.00 Steel_2_1_22 3.50e+04 / 3.55e+04 -1.27e+04 / -1.25e+04 -2.23e+04 / -2.27e+04 1.00 / 1.01 Steel_2_1_23 4.32e+04 / 4.40e+04 -1.77e+04 / -1.73e+04 -1.66e+04 / -1.71e+04 1.54 / 1.56 Steel_2_1_24 3.84e+04 / 3.84e+04 -1.48e+04 / -1.47e+04 -2.22e+04 / -2.27e+04 1.06 / 1.05 Steel_2_1_25 3.69e+04 / 3.71e+04 -1.26e+04 / -1.24e+04 -2.43e+04 / -2.47e+04 1.00 / 1.00 Steel_2_1_26 4.06e+04 / 3.82e+04 -1.01e+04 / -1.07e+04 -2.08e+04 / -2.20e+04 1.47 / 1.25 Steel_2_1_27 4.45e+04 / 4.41e+04 -1.98e+04 / -1.94e+04 -2.47e+04 / -2.47e+04 1.00 / 1.00 Steel_2_1_28 4.68e+04 / 4.55e+04 -2.05e+04 / -1.99e+04 -2.63e+04 / -2.56e+04 1.00 / 1.00 Steel_2_1_29 4.40e+04 / 4.62e+04 -1.63e+04 / -1.58e+04 -1.60e+04 / -1.68e+04 1.73 / 1.81 Steel_2_1_30 3.99e+04 / 4.55e+04 -1.15e+04 / -9.55e+03 -1.83e+04 / -1.56e+04 1.55 / 2.31 Steel_2_1_31 3.97e+04 / 4.04e+04 -1.47e+04 / -1.45e+04 -2.50e+04 / -2.59e+04 1.00 / 1.00 Steel_2_1_32 4.17e+04 / 4.21e+04 -1.41e+04 / -1.39e+04 -2.76e+04 / -2.82e+04 1.00 / 1.00 Steel_2_1_33 4.67e+04 / 4.51e+04 -1.23e+04 / -1.27e+04 -2.12e+04 / -2.32e+04 1.62 / 1.40 Steel_2_1_34 4.15e+04 / 4.16e+04 -1.13e+04 / -1.12e+04 -1.54e+04 / -1.68e+04 1.96 / 1.80 Steel_2_1_35 4.25e+04 / 4.27e+04 -1.11e+04 / -1.10e+04 -1.81e+04 / -1.80e+04 1.73 / 1.76 Steel_2_1_36 4.30e+04 / 4.06e+04 -1.31e+04 / -1.36e+04 -1.88e+04 / -2.07e+04 1.59 / 1.31 Steel_2_1_37 3.77e+04 / 3.81e+04 -1.04e+04 / -1.03e+04 -1.85e+04 / -1.90e+04 1.48 / 1.46 Steel_2_1_38 4.62e+04 / 4.16e+04 -1.82e+04 / -1.92e+04 -2.08e+04 / -2.24e+04 1.35 / 1.00 Steel_2_1_39 4.39e+04 / 4.42e+04 -1.56e+04 / -1.53e+04 -2.84e+04 / -2.89e+04 1.00 / 1.00 Steel_2_1_40 4.13e+04 / 4.14e+04 -1.81e+04 / -1.78e+04 -2.05e+04 / -2.15e+04 1.13 / 1.10 Steel_2_1_41 4.09e+04 / 4.12e+04 -1.27e+04 / -1.25e+04 -2.26e+04 / -2.32e+04 1.25 / 1.23 Steel_2_1_42 4.11e+04 / 4.51e+04 -1.19e+04 / -1.06e+04 -2.17e+04 / -1.94e+04 1.35 / 1.78
A-44 Steel_2_1_43 4.47e+04 / 3.93e+04 -1.35e+04 / -1.42e+04 -1.79e+04 / -2.01e+04 1.75 / 1.25 Steel_2_1_44 4.74e+04 / 4.79e+04 -1.66e+04 / -1.54e+04 -1.99e+04 / -1.88e+04 1.54 / 1.72 Steel_2_1_45 3.60e+04 / 4.50e+04 -1.22e+04 / -1.09e+04 -2.38e+04 / -2.17e+04 1.00 / 1.57 Steel_2_1_46 4.19e+04 / 4.20e+04 -1.44e+04 / -1.41e+04 -1.80e+04 / -1.85e+04 1.53 / 1.50 Steel_2_1_47 4.16e+04 / 3.96e+04 -9.86e+03 / -9.98e+03 -1.49e+04 / -1.60e+04 2.13 / 1.85 Steel_2_1_48 4.26e+04 / 4.25e+04 -1.61e+04 / -1.59e+04 -2.65e+04 / -2.66e+04 1.00 / 1.00 Steel_2_1_49 3.74e+04 / 4.38e+04 -1.27e+04 / -1.15e+04 -2.47e+04 / -2.32e+04 1.00 / 1.39 Steel_2_1_50 3.59e+04 / 3.62e+04 -1.18e+04 / -1.17e+04 -2.28e+04 / -2.34e+04 1.06 / 1.05 Steel_2_1_51 4.26e+04 / 4.94e+04 -1.75e+04 / -1.42e+04 -2.51e+04 / -1.98e+04 1.00 / 1.78 Steel_2_1_52 4.38e+04 / 4.35e+04 -2.26e+04 / -2.22e+04 -2.11e+04 / -2.13e+04 1.01 / 1.00 Steel_2_1_53 3.97e+04 / 3.95e+04 -1.37e+04 / -1.35e+04 -2.61e+04 / -2.60e+04 1.00 / 1.00 Steel_2_1_54 4.49e+04 / 4.43e+04 -1.59e+04 / -1.57e+04 -2.91e+04 / -2.87e+04 1.00 / 1.00 Steel_2_1_55 3.98e+04 / 4.43e+04 -1.78e+04 / -1.62e+04 -2.20e+04 / -2.13e+04 1.00 / 1.32 Steel_2_1_56 4.27e+04 / 3.73e+04 -1.28e+04 / -1.36e+04 -2.17e+04 / -2.37e+04 1.38 / 1.00 Steel_2_1_57 4.62e+04 / 4.51e+04 -2.09e+04 / -2.04e+04 -2.54e+04 / -2.47e+04 1.00 / 1.00 Steel_2_1_58 4.73e+04 / 4.53e+04 -1.40e+04 / -1.26e+04 -2.09e+04 / -2.03e+04 1.59 / 1.61 Steel_2_1_59 3.79e+04 / 3.80e+04 -1.46e+04 / -1.45e+04 -1.85e+04 / -1.94e+04 1.26 / 1.21 Steel_2_1_60 4.31e+04 / 4.64e+04 -2.02e+04 / -1.94e+04 -2.07e+04 / -2.19e+04 1.11 / 1.23 Steel_2_1_61 4.68e+04 / 4.17e+04 -1.79e+04 / -1.83e+04 -1.75e+04 / -1.96e+04 1.65 / 1.19 Steel_2_1_62 4.31e+04 / 4.31e+04 -1.08e+04 / -1.08e+04 -1.42e+04 / -1.62e+04 2.28 / 1.99 Steel_2_1_63 3.66e+04 / 3.70e+04 -1.51e+04 / -1.48e+04 -2.15e+04 / -2.22e+04 1.00 / 1.00 Steel_2_1_64 4.56e+04 / 4.52e+04 -2.01e+04 / -1.98e+04 -2.55e+04 / -2.54e+04 1.00 / 1.00 Steel_2_1_65 3.71e+04 / 4.82e+04 -1.53e+04 / -1.30e+04 -2.18e+04 / -1.99e+04 1.00 / 1.77 Steel_2_1_66 4.39e+04 / 4.39e+04 -2.11e+04 / -2.08e+04 -2.28e+04 / -2.31e+04 1.00 / 1.00 Steel_2_1_67 4.10e+04 / 4.11e+04 -1.32e+04 / -1.31e+04 -1.57e+04 / -1.68e+04 1.77 / 1.67 Steel_2_1_68 4.50e+04 / 4.53e+04 -2.08e+04 / -2.03e+04 -2.42e+04 / -2.50e+04 1.00 / 1.00 Steel_2_1_69 4.49e+04 / 4.51e+04 -2.16e+04 / -2.12e+04 -2.33e+04 / -2.40e+04 1.00 / 1.00 Steel_2_1_70 4.51e+04 / 4.46e+04 -1.87e+04 / -1.85e+04 -2.64e+04 / -2.60e+04 1.00 / 1.00 Steel_2_1_71 4.62e+04 / 3.88e+04 -7.81e+03 / -9.32e+03 -1.66e+04 / -1.92e+04 2.32 / 1.53 Steel_2_1_72 4.49e+04 / 4.91e+04 -1.90e+04 / -8.74e+03 -2.60e+04 / -8.52e+03 1.00 / 4.74 Steel_2_1_73 4.22e+04 / 4.23e+04 -9.61e+03 / -9.56e+03 -1.75e+04 / -1.81e+04 1.87 / 1.81 Steel_2_1_74 3.76e+04 / 3.77e+04 -1.13e+04 / -1.12e+04 -1.62e+04 / -1.61e+04 1.63 / 1.65 Steel_2_1_75 4.43e+04 / 4.60e+04 -1.69e+04 / -1.64e+04 -1.93e+04 / -1.93e+04 1.42 / 1.53 Steel_2_1_76 4.74e+04 / 4.33e+04 -1.53e+04 / -1.54e+04 -1.88e+04 / -1.97e+04 1.71 / 1.42 Steel_2_1_77 4.50e+04 / 4.69e+04 -1.75e+04 / -1.70e+04 -1.85e+04 / -1.92e+04 1.48 / 1.56 Steel_2_1_78 4.21e+04 / 4.22e+04 -1.47e+04 / -1.46e+04 -1.46e+04 / -1.68e+04 1.88 / 1.64 Steel_2_1_79 4.14e+04 / 4.14e+04 -1.25e+04 / -1.24e+04 -1.50e+04 / -1.66e+04 1.93 / 1.74 Steel_2_1_80 4.06e+04 / 4.06e+04 -1.93e+04 / -1.91e+04 -1.87e+04 / -2.04e+04 1.14 / 1.05 Steel_2_1_81 4.09e+04 / 4.09e+04 -1.82e+04 / -1.80e+04 -1.77e+04 / -1.87e+04 1.28 / 1.23 Steel_2_1_82 4.17e+04 / 4.18e+04 -9.21e+03 / -9.18e+03 -1.66e+04 / -1.83e+04 1.96 / 1.79 Steel_2_1_83 3.58e+04 / 3.63e+04 -1.19e+04 / -1.17e+04 -2.28e+04 / -2.28e+04 1.05 / 1.08 Steel_2_1_84 4.18e+04 / 4.17e+04 -1.49e+04 / -1.47e+04 -2.69e+04 / -2.70e+04 1.00 / 1.00 Steel_2_1_85 4.42e+04 / 4.35e+04 -1.74e+04 / -1.72e+04 -2.68e+04 / -2.63e+04 1.00 / 1.00 Steel_2_1_86 4.05e+04 / 4.07e+04 -1.55e+04 / -1.54e+04 -1.82e+04 / -1.93e+04 1.37 / 1.32 Steel_2_1_87 3.92e+04 / 3.94e+04 -1.15e+04 / -1.13e+04 -2.11e+04 / -2.09e+04 1.31 / 1.34 Steel_2_1_88 4.20e+04 / 4.05e+04 -1.39e+04 / -1.40e+04 -2.59e+04 / -2.64e+04 1.09 / 1.00 Steel_2_1_89 3.88e+04 / 3.67e+04 -1.10e+04 / -1.15e+04 -2.07e+04 / -2.22e+04 1.34 / 1.14 Steel_2_1_90 4.13e+04 / 4.16e+04 -1.65e+04 / -1.63e+04 -2.48e+04 / -2.53e+04 1.00 / 1.00
A-45 Steel_2_1_91 3.82e+04 / 4.58e+04 -1.78e+04 / -1.60e+04 -1.95e+04 / -1.83e+04 1.05 / 1.63 Steel_2_1_92 4.08e+04 / 4.09e+04 -8.46e+03 / -8.44e+03 -1.62e+04 / -1.83e+04 2.00 / 1.78 Steel_2_1_93 4.58e+04 / 4.23e+04 -1.50e+04 / -1.57e+04 -2.50e+04 / -2.66e+04 1.23 / 1.00 Steel_2_1_94 3.69e+04 / 3.70e+04 -1.17e+04 / -1.15e+04 -2.35e+04 / -2.25e+04 1.07 / 1.13 Steel_2_1_95 4.11e+04 / 4.12e+04 -1.87e+04 / -1.83e+04 -2.18e+04 / -2.19e+04 1.03 / 1.04 Steel_2_1_96 4.21e+04 / 4.23e+04 -1.22e+04 / -1.21e+04 -1.62e+04 / -1.64e+04 1.85 / 1.84 Steel_2_1_97 4.36e+04 / 4.34e+04 -1.74e+04 / -1.72e+04 -2.62e+04 / -2.62e+04 1.00 / 1.00 Steel_2_1_98 3.83e+04 / 3.85e+04 -9.96e+03 / -9.90e+03 -1.56e+04 / -1.69e+04 1.81 / 1.69 Steel_2_1_99 4.17e+04 / 4.19e+04 -1.40e+04 / -1.39e+04 -1.54e+04 / -1.68e+04 1.80 / 1.66 Steel_2_1_100 4.10e+04 / 4.25e+04 -1.47e+04 / -1.77e+04 -1.00e+04 / -1.60e+04 2.63 / 1.55 Table 18 - Strength I Flexure â Negative SLG Demands & Rating - Two-Span Steel Suite 2 Bridge ID Fn (-) [psi] Int/Ext Factored DC1 + DC2 (-) [psi] Int/Ext Factored LL (-) [psi] Int/Ext St1 Inventory Rating (-) Int/Ext Steel_2_2_1 4.75e+04 / 4.68e+04 -2.15e+04 / -2.12e+04 -2.60e+04 / -2.57e+04 1.00 / 1.00 Steel_2_2_2 4.40e+04 / 4.41e+04 -1.45e+04 / -1.44e+04 -1.48e+04 / -1.61e+04 2.00 / 1.85 Steel_2_2_3 3.73e+04 / 4.06e+04 -1.37e+04 / -1.27e+04 -2.36e+04 / -2.28e+04 1.00 / 1.23 Steel_2_2_4 3.78e+04 / 3.80e+04 -8.29e+03 / -8.25e+03 -1.61e+04 / -1.63e+04 1.83 / 1.82 Steel_2_2_5 4.02e+04 / 4.03e+04 -1.67e+04 / -1.65e+04 -2.03e+04 / -2.11e+04 1.16 / 1.13 Steel_2_2_6 4.37e+04 / 4.29e+04 -1.72e+04 / -1.70e+04 -2.63e+04 / -2.59e+04 1.01 / 1.00 Steel_2_2_7 4.24e+04 / 4.25e+04 -2.04e+04 / -2.00e+04 -2.05e+04 / -2.18e+04 1.07 / 1.03 Steel_2_2_8 4.23e+04 / 4.25e+04 -1.58e+04 / -1.57e+04 -1.66e+04 / -1.73e+04 1.60 / 1.55 Steel_2_2_9 4.22e+04 / 4.04e+04 -1.41e+04 / -1.48e+04 -1.44e+04 / -1.62e+04 1.94 / 1.58 Steel_2_2_10 3.26e+04 / 3.27e+04 -9.45e+03 / -9.38e+03 -1.72e+04 / -1.68e+04 1.35 / 1.39 Steel_2_2_11 4.60e+04 / 3.88e+04 -1.26e+04 / -1.48e+04 -1.91e+04 / -2.40e+04 1.75 / 1.00 Steel_2_2_12 4.32e+04 / 4.31e+04 -1.78e+04 / -1.76e+04 -2.54e+04 / -2.55e+04 1.00 / 1.00 Steel_2_2_13 4.52e+04 / 4.53e+04 -1.20e+04 / -1.19e+04 -1.57e+04 / -1.71e+04 2.12 / 1.95 Steel_2_2_14 4.38e+04 / 4.31e+04 -1.45e+04 / -1.44e+04 -2.93e+04 / -2.87e+04 1.00 / 1.00 Steel_2_2_15 4.32e+04 / 4.33e+04 -1.50e+04 / -1.49e+04 -1.23e+04 / -1.50e+04 2.29 / 1.89 Steel_2_2_16 4.07e+04 / 4.08e+04 -8.31e+03 / -8.29e+03 -1.60e+04 / -1.79e+04 2.02 / 1.81 Steel_2_2_17 4.27e+04 / 4.35e+04 -2.06e+04 / -2.02e+04 -2.21e+04 / -2.34e+04 1.00 / 1.00 Steel_2_2_18 4.33e+04 / 4.40e+04 -1.37e+04 / -1.33e+04 -2.96e+04 / -2.77e+04 1.00 / 1.11 Steel_2_2_19 4.05e+04 / 4.02e+04 -1.45e+04 / -1.43e+04 -2.60e+04 / -2.59e+04 1.00 / 1.00 Steel_2_2_20 4.33e+04 / 4.24e+04 -1.43e+04 / -1.43e+04 -2.90e+04 / -2.81e+04 1.00 / 1.00 Steel_2_2_21 4.14e+04 / 4.13e+04 -1.43e+04 / -1.42e+04 -2.71e+04 / -2.71e+04 1.00 / 1.00 Steel_2_2_22 4.04e+04 / 4.07e+04 -1.42e+04 / -1.41e+04 -2.11e+04 / -2.24e+04 1.25 / 1.19 Steel_2_2_23 4.37e+04 / 4.32e+04 -1.56e+04 / -1.55e+04 -2.81e+04 / -2.77e+04 1.00 / 1.00 Steel_2_2_24 3.53e+04 / 3.57e+04 -1.23e+04 / -1.21e+04 -2.30e+04 / -2.36e+04 1.00 / 1.00 Steel_2_2_25 3.21e+04 / 4.40e+04 -1.16e+04 / -9.64e+03 -2.04e+04 / -1.74e+04 1.01 / 1.97 Steel_2_2_26 4.05e+04 / 4.06e+04 -1.44e+04 / -1.42e+04 -1.63e+04 / -1.70e+04 1.61 / 1.56 Steel_2_2_27 3.92e+04 / 4.60e+04 -1.69e+04 / -1.58e+04 -1.94e+04 / -1.94e+04 1.15 / 1.55 Steel_2_2_28 4.38e+04 / 4.13e+04 -1.96e+04 / -1.98e+04 -1.92e+04 / -2.15e+04 1.26 / 1.00 Steel_2_2_29 4.05e+04 / 4.07e+04 -1.26e+04 / -1.25e+04 -1.86e+04 / -1.91e+04 1.50 / 1.48 Steel_2_2_30 4.54e+04 / 4.54e+04 -1.03e+04 / -1.03e+04 -1.38e+04 / -1.56e+04 2.53 / 2.25 Steel_2_2_31 4.06e+04 / 4.10e+04 -1.12e+04 / -1.10e+04 -2.29e+04 / -2.34e+04 1.29 / 1.28 Steel_2_2_32 4.12e+04 / 4.14e+04 -1.40e+04 / -1.39e+04 -2.17e+04 / -2.26e+04 1.25 / 1.22
A-46 Steel_2_2_33 4.25e+04 / 4.14e+04 -1.37e+04 / -1.37e+04 -2.88e+04 / -2.77e+04 1.00 / 1.00 Steel_2_2_34 4.23e+04 / 4.27e+04 -1.50e+04 / -1.47e+04 -2.71e+04 / -2.80e+04 1.01 / 1.00 Steel_2_2_35 4.60e+04 / 4.61e+04 -2.17e+04 / -2.13e+04 -2.43e+04 / -2.49e+04 1.00 / 1.00 Steel_2_2_36 4.64e+04 / 3.78e+04 -1.34e+04 / -1.53e+04 -1.73e+04 / -2.18e+04 1.91 / 1.04 Steel_2_2_37 4.05e+04 / 4.08e+04 -1.60e+04 / -1.59e+04 -1.58e+04 / -1.65e+04 1.56 / 1.51 Steel_2_2_38 4.92e+04 / 4.19e+04 -1.95e+04 / -2.09e+04 -1.79e+04 / -2.10e+04 1.66 / 1.00 Steel_2_2_39 4.30e+04 / 4.31e+04 -9.70e+03 / -9.65e+03 -1.70e+04 / -1.84e+04 1.96 / 1.82 Steel_2_2_40 4.65e+04 / 3.53e+04 -6.70e+03 / -7.75e+03 -1.47e+04 / -1.74e+04 2.70 / 1.59 Steel_2_2_41 3.58e+04 / 3.58e+04 -1.03e+04 / -1.02e+04 -1.81e+04 / -1.83e+04 1.41 / 1.40 Steel_2_2_42 4.29e+04 / 4.37e+04 -2.11e+04 / -2.01e+04 -2.18e+04 / -2.15e+04 1.00 / 1.10 Steel_2_2_43 3.95e+04 / 4.41e+04 -1.45e+04 / -1.21e+04 -1.55e+04 / -1.57e+04 1.62 / 2.04 Steel_2_2_44 4.46e+04 / 4.34e+04 -1.83e+04 / -1.80e+04 -2.62e+04 / -2.54e+04 1.00 / 1.00 Steel_2_2_45 4.23e+04 / 4.25e+04 -1.38e+04 / -1.36e+04 -2.85e+04 / -2.89e+04 1.00 / 1.00 Steel_2_2_46 3.81e+04 / 3.82e+04 -1.47e+04 / -1.47e+04 -2.21e+04 / -2.34e+04 1.06 / 1.01 Steel_2_2_47 4.07e+04 / 4.67e+04 -8.84e+03 / -7.36e+03 -1.79e+04 / -1.59e+04 1.78 / 2.48 Steel_2_2_48 4.22e+04 / 4.02e+04 -1.20e+04 / -1.21e+04 -1.51e+04 / -1.59e+04 2.00 / 1.77 Steel_2_2_49 3.69e+04 / 3.70e+04 -1.36e+04 / -1.34e+04 -2.33e+04 / -2.36e+04 1.00 / 1.00 Steel_2_2_50 3.92e+04 / 3.89e+04 -1.56e+04 / -1.54e+04 -2.36e+04 / -2.34e+04 1.00 / 1.00 Steel_2_2_51 4.83e+04 / 3.54e+04 -1.03e+04 / -1.19e+04 -1.92e+04 / -2.35e+04 1.98 / 1.00 Steel_2_2_52 3.99e+04 / 4.06e+04 -1.79e+04 / -1.75e+04 -2.20e+04 / -2.30e+04 1.00 / 1.00 Steel_2_2_53 4.24e+04 / 4.68e+04 -1.45e+04 / -1.37e+04 -1.73e+04 / -1.71e+04 1.61 / 1.93 Steel_2_2_54 4.03e+04 / 4.33e+04 -1.51e+04 / -1.44e+04 -2.52e+04 / -2.50e+04 1.00 / 1.15 Steel_2_2_55 3.97e+04 / 3.98e+04 -1.54e+04 / -1.51e+04 -2.06e+04 / -2.14e+04 1.18 / 1.15 Steel_2_2_56 3.65e+04 / 3.70e+04 -1.57e+04 / -1.54e+04 -2.08e+04 / -2.16e+04 1.00 / 1.00 Steel_2_2_57 3.87e+04 / 3.90e+04 -1.36e+04 / -1.33e+04 -2.51e+04 / -2.56e+04 1.00 / 1.00 Steel_2_2_58 3.74e+04 / 3.74e+04 -9.59e+03 / -9.53e+03 -1.85e+04 / -1.84e+04 1.50 / 1.51 Steel_2_2_59 3.88e+04 / 3.91e+04 -1.10e+04 / -1.09e+04 -1.80e+04 / -1.83e+04 1.54 / 1.53 Steel_2_2_60 4.07e+04 / 4.24e+04 -1.58e+04 / -1.54e+04 -2.04e+04 / -2.11e+04 1.22 / 1.28 Steel_2_2_61 4.89e+04 / 4.34e+04 -1.68e+04 / -1.78e+04 -2.28e+04 / -2.55e+04 1.41 / 1.00 Steel_2_2_62 3.62e+04 / 3.91e+04 -1.18e+04 / -1.08e+04 -2.07e+04 / -1.91e+04 1.18 / 1.48 Steel_2_2_63 4.32e+04 / 4.43e+04 -2.13e+04 / -2.08e+04 -2.19e+04 / -2.35e+04 1.00 / 1.00 Steel_2_2_64 4.36e+04 / 4.37e+04 -9.50e+03 / -9.46e+03 -1.67e+04 / -1.78e+04 2.04 / 1.92 Steel_2_2_65 4.26e+04 / 4.28e+04 -1.63e+04 / -1.61e+04 -1.58e+04 / -1.66e+04 1.66 / 1.60 Steel_2_2_66 3.47e+04 / 3.50e+04 -1.45e+04 / -1.42e+04 -2.02e+04 / -2.06e+04 1.00 / 1.01 Steel_2_2_67 4.71e+04 / 4.18e+04 -1.53e+04 / -1.63e+04 -2.27e+04 / -2.56e+04 1.40 / 1.00 Steel_2_2_68 3.97e+04 / 4.05e+04 -1.80e+04 / -1.76e+04 -2.16e+04 / -2.29e+04 1.00 / 1.00 Steel_2_2_69 3.92e+04 / 4.27e+04 -1.23e+04 / -1.19e+04 -1.73e+04 / -1.66e+04 1.55 / 1.86 Steel_2_2_70 4.75e+04 / 4.54e+04 -2.00e+04 / -2.00e+04 -2.45e+04 / -2.54e+04 1.12 / 1.00 Steel_2_2_71 4.22e+04 / 4.32e+04 -1.05e+04 / -1.00e+04 -1.49e+04 / -1.67e+04 2.13 / 1.99 Steel_2_2_72 4.51e+04 / 4.44e+04 -1.91e+04 / -2.10e+04 -2.00e+04 / -2.34e+04 1.30 / 1.00 Steel_2_2_73 3.66e+04 / 4.35e+04 -1.01e+04 / -9.38e+03 -1.70e+04 / -1.62e+04 1.56 / 2.11 Steel_2_2_74 4.91e+04 / 4.42e+04 -8.56e+03 / -9.60e+03 -1.70e+04 / -1.96e+04 2.38 / 1.76 Steel_2_2_75 4.09e+04 / 4.11e+04 -1.56e+04 / -1.55e+04 -1.86e+04 / -1.98e+04 1.36 / 1.29 Steel_2_2_76 3.45e+04 / 3.47e+04 -1.14e+04 / -1.13e+04 -2.31e+04 / -2.32e+04 1.00 / 1.01 Steel_2_2_77 4.63e+04 / 4.17e+04 -1.85e+04 / -1.91e+04 -2.01e+04 / -2.27e+04 1.38 / 1.00 Steel_2_2_78 4.03e+04 / 4.09e+04 -2.00e+04 / -1.96e+04 -2.03e+04 / -2.13e+04 1.00 / 1.00 Steel_2_2_79 4.17e+04 / 4.19e+04 -1.45e+04 / -1.44e+04 -1.92e+04 / -2.03e+04 1.42 / 1.36 Steel_2_2_80 3.47e+04 / 3.53e+04 -1.20e+04 / -1.18e+04 -2.01e+04 / -2.06e+04 1.13 / 1.14
A-47 Steel_2_2_81 4.13e+04 / 4.00e+04 -1.57e+04 / -1.56e+04 -2.56e+04 / -2.45e+04 1.00 / 1.00 Steel_2_2_82 4.69e+04 / 4.18e+04 -1.21e+04 / -1.86e+04 -1.20e+04 / -2.23e+04 2.90 / 1.04 Steel_2_2_83 4.33e+04 / 4.84e+04 -1.45e+04 / -1.33e+04 -2.88e+04 / -2.61e+04 1.00 / 1.35 Steel_2_2_84 4.59e+04 / 4.66e+04 -2.19e+04 / -2.15e+04 -2.40e+04 / -2.51e+04 1.00 / 1.00 Steel_2_2_85 4.54e+04 / 4.37e+04 -1.96e+04 / -1.94e+04 -2.35e+04 / -2.43e+04 1.10 / 1.00 Steel_2_2_86 4.39e+04 / 4.82e+04 -1.45e+04 / -1.38e+04 -2.06e+04 / -2.10e+04 1.43 / 1.64 Steel_2_2_87 4.45e+04 / 3.88e+04 -1.36e+04 / -1.32e+04 -2.57e+04 / -2.44e+04 1.21 / 1.04 Steel_2_2_88 4.32e+04 / 4.34e+04 -1.65e+04 / -1.64e+04 -1.69e+04 / -1.74e+04 1.58 / 1.55 Steel_2_2_89 4.34e+04 / 4.40e+04 -1.29e+04 / -2.08e+04 -1.15e+04 / -2.32e+04 2.64 / 1.00 Steel_2_2_90 4.09e+04 / 4.13e+04 -1.75e+04 / -1.73e+04 -1.69e+04 / -1.80e+04 1.39 / 1.33 Steel_2_2_91 4.29e+04 / 4.54e+04 -1.31e+04 / -1.28e+04 -1.44e+04 / -1.61e+04 2.07 / 2.02 Steel_2_2_92 3.85e+04 / 3.86e+04 -7.56e+03 / -7.53e+03 -1.42e+04 / -1.49e+04 2.18 / 2.09 Steel_2_2_93 4.51e+04 / 4.52e+04 -1.61e+04 / -1.58e+04 -2.90e+04 / -2.94e+04 1.00 / 1.00 Steel_2_2_94 4.39e+04 / 4.59e+04 -2.23e+04 / -2.15e+04 -2.16e+04 / -2.25e+04 1.00 / 1.08 Steel_2_2_95 3.64e+04 / 4.62e+04 -1.30e+04 / -1.10e+04 -2.34e+04 / -2.04e+04 1.00 / 1.73 Steel_2_2_96 4.18e+04 / 4.94e+04 -1.94e+04 / -1.04e+04 -2.24e+04 / -8.73e+03 1.00 / 4.47 Steel_2_2_97 4.61e+04 / 4.10e+04 -1.62e+04 / -1.65e+04 -2.22e+04 / -2.33e+04 1.34 / 1.05 Steel_2_2_98 3.95e+04 / 4.04e+04 -1.64e+04 / -1.60e+04 -2.31e+04 / -2.44e+04 1.00 / 1.00 Steel_2_2_99 3.75e+04 / 4.29e+04 -1.05e+04 / -9.43e+03 -2.06e+04 / -1.84e+04 1.31 / 1.82 Steel_2_2_100 4.15e+04 / 4.20e+04 -1.90e+04 / -1.87e+04 -2.25e+04 / -2.34e+04 1.00 / 1.00
A-48 A.2.4 Strength I Shear â SLG Demands and Ratings Table 19 - Strength I Shear - SLG Demands & Rating - Two-Span Steel Suite 1 Bridge ID Vn [lb.] Int/Ext Factored DC1 + DC2 [lb.] Int/Ext Factored LL [lb.] Int/Ext St1V Inventory Rating Int/Ext Steel_2_1_1 3.83e+05 / 3.38e+05 1.20e+05 / 1.20e+05 2.53e+05 / 2.08e+05 1.04 / 1.05 Steel_2_1_2 3.81e+05 / 3.14e+05 1.18e+05 / 1.11e+05 2.52e+05 / 1.92e+05 1.04 / 1.05 Steel_2_1_3 3.40e+05 / 2.93e+05 6.97e+04 / 6.98e+04 2.62e+05 / 2.15e+05 1.03 / 1.04 Steel_2_1_4 3.13e+05 / 2.89e+05 1.10e+05 / 1.10e+05 1.97e+05 / 1.73e+05 1.03 / 1.03 Steel_2_1_5 4.12e+05 / 3.60e+05 1.23e+05 / 1.24e+05 2.80e+05 / 2.28e+05 1.03 / 1.04 Steel_2_1_6 2.82e+05 / 2.46e+05 7.39e+04 / 7.41e+04 2.02e+05 / 1.65e+05 1.03 / 1.04 Steel_2_1_7 1.74e+05 / 1.46e+05 3.15e+04 / 3.12e+04 1.39e+05 / 1.12e+05 1.02 / 1.03 Steel_2_1_8 3.18e+05 / 2.79e+05 8.93e+04 / 9.00e+04 2.23e+05 / 1.84e+05 1.03 / 1.03 Steel_2_1_9 3.91e+05 / 3.44e+05 1.20e+05 / 1.20e+05 2.61e+05 / 2.14e+05 1.04 / 1.05 Steel_2_1_10 1.99e+05 / 1.73e+05 3.44e+04 / 3.44e+04 1.62e+05 / 1.34e+05 1.02 / 1.03 Steel_2_1_11 3.56e+05 / 3.15e+05 1.05e+05 / 1.05e+05 2.43e+05 / 2.02e+05 1.03 / 1.04 Steel_2_1_12 2.56e+05 / 2.17e+05 4.96e+04 / 4.97e+04 2.02e+05 / 1.63e+05 1.02 / 1.03 Steel_2_1_13 8.66e+05 / 2.90e+05 1.24e+05 / 1.06e+05 1.92e+05 / 1.76e+05 3.86 / 1.05 Steel_2_1_14 2.55e+05 / 2.18e+05 7.05e+04 / 7.05e+04 1.80e+05 / 1.43e+05 1.02 / 1.03 Steel_2_1_15 2.14e+05 / 1.87e+05 4.80e+04 / 4.80e+04 1.61e+05 / 1.33e+05 1.04 / 1.04 Steel_2_1_16 4.21e+05 / 3.72e+05 1.35e+05 / 1.36e+05 2.76e+05 / 2.27e+05 1.03 / 1.04 Steel_2_1_17 2.84e+05 / 2.46e+05 5.84e+04 / 5.85e+04 2.21e+05 / 1.83e+05 1.02 / 1.02 Steel_2_1_18 2.28e+05 / 1.99e+05 4.76e+04 / 4.79e+04 1.77e+05 / 1.47e+05 1.02 / 1.02 Steel_2_1_19 3.00e+05 / 2.80e+05 1.08e+05 / 1.08e+05 1.84e+05 / 1.65e+05 1.04 / 1.05 Steel_2_1_20 5.75e+05 / 5.00e+05 1.82e+05 / 1.82e+05 3.80e+05 / 3.04e+05 1.04 / 1.05 Steel_2_1_21 3.58e+05 / 3.16e+05 1.06e+05 / 1.06e+05 2.44e+05 / 2.02e+05 1.03 / 1.04 Steel_2_1_22 2.92e+05 / 2.54e+05 6.43e+04 / 6.44e+04 2.22e+05 / 1.84e+05 1.02 / 1.03 Steel_2_1_23 3.99e+05 / 5.33e+05 1.41e+05 / 1.42e+05 2.48e+05 / 1.99e+05 1.04 / 1.96 Steel_2_1_24 3.65e+05 / 3.20e+05 9.32e+04 / 9.34e+04 2.65e+05 / 2.20e+05 1.03 / 1.03 Steel_2_1_25 2.81e+05 / 2.46e+05 7.09e+04 / 7.10e+04 2.05e+05 / 1.70e+05 1.03 / 1.03 Steel_2_1_26 1.99e+05 / 1.70e+05 3.12e+04 / 3.11e+04 1.65e+05 / 1.37e+05 1.02 / 1.02 Steel_2_1_27 4.67e+05 / 4.01e+05 1.39e+05 / 1.39e+05 3.18e+05 / 2.51e+05 1.03 / 1.04 Steel_2_1_28 4.82e+05 / 4.20e+05 1.50e+05 / 1.50e+05 3.17e+05 / 2.55e+05 1.05 / 1.06 Steel_2_1_29 3.46e+05 / 3.06e+05 1.25e+05 / 1.25e+05 2.12e+05 / 1.71e+05 1.04 / 1.06 Steel_2_1_30 1.82e+05 / 1.54e+05 3.11e+04 / 3.14e+04 1.47e+05 / 1.19e+05 1.02 / 1.03 Steel_2_1_31 2.83e+05 / 2.50e+05 7.57e+04 / 7.59e+04 1.98e+05 / 1.65e+05 1.05 / 1.05 Steel_2_1_32 2.63e+05 / 2.29e+05 6.33e+04 / 6.35e+04 1.96e+05 / 1.61e+05 1.02 / 1.03 Steel_2_1_33 2.42e+05 / 2.78e+05 5.41e+04 / 5.43e+04 1.84e+05 / 1.52e+05 1.02 / 1.47 Steel_2_1_34 2.60e+05 / 2.31e+05 7.17e+04 / 7.17e+04 1.84e+05 / 1.54e+05 1.03 / 1.03 Steel_2_1_35 2.49e+05 / 2.10e+05 6.09e+04 / 6.10e+04 1.83e+05 / 1.44e+05 1.03 / 1.04 Steel_2_1_36 2.92e+05 / 2.53e+05 7.97e+04 / 7.96e+04 2.06e+05 / 1.68e+05 1.03 / 1.03 Steel_2_1_37 1.88e+05 / 1.60e+05 3.61e+04 / 3.61e+04 1.50e+05 / 1.22e+05 1.02 / 1.02 Steel_2_1_38 4.86e+05 / 4.18e+05 1.29e+05 / 1.29e+05 3.44e+05 / 2.77e+05 1.04 / 1.05 Steel_2_1_39 2.91e+05 / 2.52e+05 7.45e+04 / 7.46e+04 2.10e+05 / 1.71e+05 1.03 / 1.04 Steel_2_1_40 4.36e+05 / 3.85e+05 1.31e+05 / 1.31e+05 2.97e+05 / 2.45e+05 1.03 / 1.03 Steel_2_1_41 2.24e+05 / 1.93e+05 6.01e+04 / 6.02e+04 1.61e+05 / 1.30e+05 1.02 / 1.03
A-49 Steel_2_1_42 2.23e+05 / 2.92e+05 4.70e+04 / 4.76e+04 1.71e+05 / 1.36e+05 1.02 / 1.79 Steel_2_1_43 3.05e+05 / 2.66e+05 9.44e+04 / 9.41e+04 2.04e+05 / 1.66e+05 1.03 / 1.04 Steel_2_1_44 4.66e+05 / 4.52e+05 1.29e+05 / 1.30e+05 2.97e+05 / 2.45e+05 1.13 / 1.32 Steel_2_1_45 2.71e+05 / 2.37e+05 6.12e+04 / 6.16e+04 2.04e+05 / 1.69e+05 1.03 / 1.04 Steel_2_1_46 3.63e+05 / 3.19e+05 1.06e+05 / 1.06e+05 2.50e+05 / 2.06e+05 1.03 / 1.03 Steel_2_1_47 2.56e+05 / 2.28e+05 6.80e+04 / 6.78e+04 1.84e+05 / 1.55e+05 1.02 / 1.03 Steel_2_1_48 3.47e+05 / 2.99e+05 9.83e+04 / 9.85e+04 2.40e+05 / 1.92e+05 1.03 / 1.04 Steel_2_1_49 2.36e+05 / 2.08e+05 5.14e+04 / 5.17e+04 1.81e+05 / 1.50e+05 1.02 / 1.05 Steel_2_1_50 2.20e+05 / 1.91e+05 5.56e+04 / 5.57e+04 1.60e+05 / 1.31e+05 1.03 / 1.03 Steel_2_1_51 4.02e+05 / 1.42e+06 1.16e+05 / 1.25e+05 2.78e+05 / 2.23e+05 1.03 / 5.83 Steel_2_1_52 5.71e+05 / 4.92e+05 1.72e+05 / 1.72e+05 3.81e+05 / 3.04e+05 1.05 / 1.05 Steel_2_1_53 3.00e+05 / 2.57e+05 6.36e+04 / 6.37e+04 2.31e+05 / 1.87e+05 1.03 / 1.03 Steel_2_1_54 2.74e+05 / 2.30e+05 6.27e+04 / 6.28e+04 2.06e+05 / 1.62e+05 1.02 / 1.03 Steel_2_1_55 4.10e+05 / 3.59e+05 1.03e+05 / 1.03e+05 2.97e+05 / 2.44e+05 1.04 / 1.05 Steel_2_1_56 3.22e+05 / 2.80e+05 7.46e+04 / 7.44e+04 2.40e+05 / 1.99e+05 1.03 / 1.04 Steel_2_1_57 5.03e+05 / 4.35e+05 1.58e+05 / 1.58e+05 3.33e+05 / 2.65e+05 1.04 / 1.05 Steel_2_1_58 1.54e+06 / 2.71e+05 9.03e+04 / 8.71e+04 2.14e+05 / 1.78e+05 6.78 / 1.04 Steel_2_1_59 3.14e+05 / 2.75e+05 1.02e+05 / 1.03e+05 2.06e+05 / 1.67e+05 1.03 / 1.03 Steel_2_1_60 4.38e+05 / 3.93e+05 1.57e+05 / 1.58e+05 2.69e+05 / 2.24e+05 1.04 / 1.05 Steel_2_1_61 4.18e+05 / 3.72e+05 1.38e+05 / 1.38e+05 2.67e+05 / 2.21e+05 1.05 / 1.06 Steel_2_1_62 2.48e+05 / 2.30e+05 8.09e+04 / 8.09e+04 1.62e+05 / 1.44e+05 1.03 / 1.03 Steel_2_1_63 2.69e+05 / 2.31e+05 4.13e+04 / 4.13e+04 2.23e+05 / 1.85e+05 1.02 / 1.02 Steel_2_1_64 4.73e+05 / 4.10e+05 1.50e+05 / 1.51e+05 3.11e+05 / 2.47e+05 1.04 / 1.05 Steel_2_1_65 3.12e+05 / 2.75e+05 8.60e+04 / 8.69e+04 2.19e+05 / 1.81e+05 1.03 / 1.04 Steel_2_1_66 5.23e+05 / 4.49e+05 1.50e+05 / 1.50e+05 3.60e+05 / 2.85e+05 1.04 / 1.05 Steel_2_1_67 3.01e+05 / 2.67e+05 1.01e+05 / 1.01e+05 1.94e+05 / 1.60e+05 1.03 / 1.04 Steel_2_1_68 4.50e+05 / 3.95e+05 1.50e+05 / 1.51e+05 2.86e+05 / 2.31e+05 1.05 / 1.06 Steel_2_1_69 5.09e+05 / 4.39e+05 1.58e+05 / 1.58e+05 3.42e+05 / 2.71e+05 1.03 / 1.04 Steel_2_1_70 4.58e+05 / 3.92e+05 1.32e+05 / 1.32e+05 3.14e+05 / 2.47e+05 1.04 / 1.05 Steel_2_1_71 1.57e+05 / 1.31e+05 2.75e+04 / 2.73e+04 1.27e+05 / 1.01e+05 1.02 / 1.02 Steel_2_1_72 4.48e+05 / 1.86e+06 1.26e+05 / 1.91e+05 3.08e+05 / 2.36e+05 1.05 / 7.07 Steel_2_1_73 2.10e+05 / 1.85e+05 5.40e+04 / 5.40e+04 1.50e+05 / 1.25e+05 1.04 / 1.05 Steel_2_1_74 2.80e+05 / 2.36e+05 6.75e+04 / 6.75e+04 2.07e+05 / 1.63e+05 1.03 / 1.03 Steel_2_1_75 4.39e+05 / 3.87e+05 1.27e+05 / 1.27e+05 3.04e+05 / 2.51e+05 1.03 / 1.04 Steel_2_1_76 4.13e+05 / 3.17e+05 1.19e+05 / 1.18e+05 2.29e+05 / 1.88e+05 1.29 / 1.06 Steel_2_1_77 4.01e+05 / 3.58e+05 1.38e+05 / 1.38e+05 2.50e+05 / 2.06e+05 1.05 / 1.07 Steel_2_1_78 3.26e+05 / 2.99e+05 1.17e+05 / 1.17e+05 2.01e+05 / 1.74e+05 1.04 / 1.05 Steel_2_1_79 2.77e+05 / 2.51e+05 9.49e+04 / 9.48e+04 1.77e+05 / 1.51e+05 1.03 / 1.04 Steel_2_1_80 4.36e+05 / 3.88e+05 1.40e+05 / 1.40e+05 2.84e+05 / 2.36e+05 1.04 / 1.05 Steel_2_1_81 4.08e+05 / 3.62e+05 1.40e+05 / 1.40e+05 2.54e+05 / 2.07e+05 1.05 / 1.07 Steel_2_1_82 1.94e+05 / 1.75e+05 5.06e+04 / 5.06e+04 1.39e+05 / 1.20e+05 1.03 / 1.03 Steel_2_1_83 1.94e+05 / 1.68e+05 3.82e+04 / 3.83e+04 1.53e+05 / 1.27e+05 1.02 / 1.02 Steel_2_1_84 2.73e+05 / 2.32e+05 5.43e+04 / 5.44e+04 2.14e+05 / 1.73e+05 1.02 / 1.02 Steel_2_1_85 4.03e+05 / 3.44e+05 1.17e+05 / 1.17e+05 2.76e+05 / 2.17e+05 1.03 / 1.04 Steel_2_1_86 3.57e+05 / 3.13e+05 9.93e+04 / 9.95e+04 2.48e+05 / 2.03e+05 1.04 / 1.05 Steel_2_1_87 1.82e+05 / 1.52e+05 2.59e+04 / 2.59e+04 1.54e+05 / 1.23e+05 1.02 / 1.02 Steel_2_1_88 2.58e+05 / 2.20e+05 5.08e+04 / 5.08e+04 2.03e+05 / 1.64e+05 1.02 / 1.03 Steel_2_1_89 2.42e+05 / 2.03e+05 4.72e+04 / 4.69e+04 1.85e+05 / 1.52e+05 1.05 / 1.03
A-50 Steel_2_1_90 3.72e+05 / 3.22e+05 9.17e+04 / 9.19e+04 2.73e+05 / 2.23e+05 1.03 / 1.03 Steel_2_1_91 4.31e+05 / 4.22e+05 1.18e+05 / 1.20e+05 3.03e+05 / 2.50e+05 1.03 / 1.21 Steel_2_1_92 1.73e+05 / 1.58e+05 4.37e+04 / 4.37e+04 1.27e+05 / 1.12e+05 1.02 / 1.02 Steel_2_1_93 3.66e+05 / 3.12e+05 9.77e+04 / 9.76e+04 2.56e+05 / 2.08e+05 1.05 / 1.03 Steel_2_1_94 2.27e+05 / 1.93e+05 3.98e+04 / 3.98e+04 1.83e+05 / 1.49e+05 1.02 / 1.03 Steel_2_1_95 4.67e+05 / 4.09e+05 1.39e+05 / 1.39e+05 3.17e+05 / 2.59e+05 1.03 / 1.04 Steel_2_1_96 2.95e+05 / 2.51e+05 7.51e+04 / 7.51e+04 2.13e+05 / 1.69e+05 1.03 / 1.04 Steel_2_1_97 3.54e+05 / 2.97e+05 6.53e+04 / 6.54e+04 2.84e+05 / 2.27e+05 1.02 / 1.02 Steel_2_1_98 2.34e+05 / 2.11e+05 6.64e+04 / 6.64e+04 1.63e+05 / 1.40e+05 1.03 / 1.03 Steel_2_1_99 3.18e+05 / 2.85e+05 1.09e+05 / 1.09e+05 2.02e+05 / 1.69e+05 1.03 / 1.04 Steel_2_1_10 0 3.42e+06 / 3.57e+05 1.89e+05 / 1.41e+05 2.52e+05 / 2.04e+05 12.85 / 1.06 Table 20 - Strength I Shear - SLG Demands & Rating - Two-Span Steel Suite 2 Bridge ID Vn [lb.] Int/Ext Factored DC1 + DC2 [lb.] Int/Ext Factored LL [lb.] Int/Ext St1V Inventory Rating Int/Ext Steel_2_2_1 5.00e+05 / 4.33e+05 1.63e+05 / 1.63e+05 3.17e+05 / 2.50e+05 1.06 / 1.08 Steel_2_2_2 3.32e+05 / 2.92e+05 1.06e+05 / 1.06e+05 2.21e+05 / 1.80e+05 1.02 / 1.03 Steel_2_2_3 2.89e+05 / 2.69e+05 6.67e+04 / 6.71e+04 2.18e+05 / 1.80e+05 1.02 / 1.12 Steel_2_2_4 1.59e+05 / 1.54e+05 2.80e+04 / 2.80e+04 1.29e+05 / 1.07e+05 1.02 / 1.17 Steel_2_2_5 4.04e+05 / 3.58e+05 1.20e+05 / 1.20e+05 2.72e+05 / 2.26e+05 1.04 / 1.05 Steel_2_2_6 4.18e+05 / 3.56e+05 1.16e+05 / 1.16e+05 2.90e+05 / 2.31e+05 1.04 / 1.04 Steel_2_2_7 4.51e+05 / 4.03e+05 1.55e+05 / 1.55e+05 2.82e+05 / 2.34e+05 1.05 / 1.06 Steel_2_2_8 3.35e+05 / 2.92e+05 1.22e+05 / 1.22e+05 2.07e+05 / 1.63e+05 1.03 / 1.04 Steel_2_2_9 1.66e+06 / 3.06e+05 1.18e+05 / 1.12e+05 2.35e+05 / 1.86e+05 6.57 / 1.04 Steel_2_2_10 1.96e+05 / 1.71e+05 3.56e+04 / 3.56e+04 1.58e+05 / 1.24e+05 1.02 / 1.09 Steel_2_2_11 2.95e+05 / 2.56e+05 6.30e+04 / 6.26e+04 2.26e+05 / 1.88e+05 1.02 / 1.03 Steel_2_2_12 4.11e+05 / 3.57e+05 1.24e+05 / 1.25e+05 2.77e+05 / 2.22e+05 1.04 / 1.05 Steel_2_2_13 2.66e+05 / 2.38e+05 8.14e+04 / 8.14e+04 1.79e+05 / 1.51e+05 1.04 / 1.04 Steel_2_2_14 2.67e+05 / 2.24e+05 5.26e+04 / 5.27e+04 2.08e+05 / 1.66e+05 1.03 / 1.03 Steel_2_2_15 3.54e+05 / 3.32e+05 1.23e+05 / 1.23e+05 2.23e+05 / 2.02e+05 1.03 / 1.04 Steel_2_2_16 1.89e+05 / 1.73e+05 4.42e+04 / 4.42e+04 1.41e+05 / 1.25e+05 1.03 / 1.03 Steel_2_2_17 4.67e+05 / 4.11e+05 1.49e+05 / 1.50e+05 3.06e+05 / 2.50e+05 1.04 / 1.05 Steel_2_2_18 2.99e+05 / 2.56e+05 6.55e+04 / 6.56e+04 2.25e+05 / 1.77e+05 1.04 / 1.07 Steel_2_2_19 2.56e+05 / 2.17e+05 5.08e+04 / 5.08e+04 2.00e+05 / 1.62e+05 1.02 / 1.03 Steel_2_2_20 3.21e+05 / 2.72e+05 8.02e+04 / 8.03e+04 2.32e+05 / 1.83e+05 1.04 / 1.05 Steel_2_2_21 3.22e+05 / 2.79e+05 7.84e+04 / 7.85e+04 2.35e+05 / 1.91e+05 1.04 / 1.05 Steel_2_2_22 2.77e+05 / 2.42e+05 8.13e+04 / 8.14e+04 1.91e+05 / 1.56e+05 1.03 / 1.03 Steel_2_2_23 2.55e+05 / 2.14e+05 4.11e+04 / 4.12e+04 2.09e+05 / 1.67e+05 1.03 / 1.03 Steel_2_2_24 2.18e+05 / 1.88e+05 4.44e+04 / 4.45e+04 1.68e+05 / 1.39e+05 1.03 / 1.04 Steel_2_2_25 7.88e+05 / 2.17e+05 5.67e+04 / 5.57e+04 1.94e+05 / 1.57e+05 3.78 / 1.03 Steel_2_2_26 3.68e+05 / 3.21e+05 9.60e+04 / 9.61e+04 2.62e+05 / 2.16e+05 1.04 / 1.04 Steel_2_2_27 3.78e+05 / 3.36e+05 1.26e+05 / 1.27e+05 2.44e+05 / 2.01e+05 1.03 / 1.04 Steel_2_2_28 4.22e+05 / 3.76e+05 1.51e+05 / 1.51e+05 2.55e+05 / 2.11e+05 1.06 / 1.06 Steel_2_2_29 2.87e+05 / 2.47e+05 7.32e+04 / 7.33e+04 2.08e+05 / 1.68e+05 1.03 / 1.04 Steel_2_2_30 2.54e+05 / 2.30e+05 6.20e+04 / 6.20e+04 1.86e+05 / 1.63e+05 1.03 / 1.04
A-51 Steel_2_2_31 1.52e+05 / 1.30e+05 2.50e+04 / 2.51e+04 1.25e+05 / 1.03e+05 1.02 / 1.02 Steel_2_2_32 2.97e+05 / 2.61e+05 8.62e+04 / 8.64e+04 2.05e+05 / 1.70e+05 1.03 / 1.03 Steel_2_2_33 3.08e+05 / 2.60e+05 7.30e+04 / 7.31e+04 2.28e+05 / 1.80e+05 1.03 / 1.04 Steel_2_2_34 2.99e+05 / 2.59e+05 7.54e+04 / 7.56e+04 2.17e+05 / 1.79e+05 1.03 / 1.03 Steel_2_2_35 4.94e+05 / 4.34e+05 1.71e+05 / 1.71e+05 3.09e+05 / 2.49e+05 1.04 / 1.05 Steel_2_2_36 1.37e+06 / 3.06e+05 1.13e+05 / 1.08e+05 2.31e+05 / 1.92e+05 5.46 / 1.03 Steel_2_2_37 3.72e+05 / 3.21e+05 1.15e+05 / 1.15e+05 2.48e+05 / 1.97e+05 1.03 / 1.04 Steel_2_2_38 4.89e+05 / 4.35e+05 1.55e+05 / 1.55e+05 3.18e+05 / 2.64e+05 1.05 / 1.06 Steel_2_2_39 2.06e+05 / 1.83e+05 4.72e+04 / 4.72e+04 1.55e+05 / 1.32e+05 1.03 / 1.03 Steel_2_2_40 1.60e+05 / 1.71e+05 3.10e+04 / 3.08e+04 1.27e+05 / 1.06e+05 1.02 / 1.32 Steel_2_2_41 1.86e+05 / 1.71e+05 3.63e+04 / 3.63e+04 1.47e+05 / 1.20e+05 1.02 / 1.12 Steel_2_2_42 4.67e+05 / 1.47e+06 1.59e+05 / 1.68e+05 2.97e+05 / 2.44e+05 1.04 / 5.32 Steel_2_2_43 2.21e+06 / 2.66e+05 1.00e+05 / 9.11e+04 1.92e+05 / 1.68e+05 10.96 / 1.04 Steel_2_2_44 4.38e+05 / 3.79e+05 1.32e+05 / 1.32e+05 2.95e+05 / 2.36e+05 1.04 / 1.05 Steel_2_2_45 2.59e+05 / 2.25e+05 5.73e+04 / 5.74e+04 1.97e+05 / 1.63e+05 1.03 / 1.03 Steel_2_2_46 3.22e+05 / 2.79e+05 7.11e+04 / 7.11e+04 2.39e+05 / 1.99e+05 1.05 / 1.04 Steel_2_2_47 1.33e+05 / 1.35e+05 2.47e+04 / 2.49e+04 1.07e+05 / 9.15e+04 1.02 / 1.20 Steel_2_2_48 3.13e+05 / 2.63e+05 8.74e+04 / 8.72e+04 2.10e+05 / 1.70e+05 1.07 / 1.03 Steel_2_2_49 2.93e+05 / 2.51e+05 5.62e+04 / 5.63e+04 2.30e+05 / 1.89e+05 1.03 / 1.03 Steel_2_2_50 3.95e+05 / 3.38e+05 9.32e+04 / 9.34e+04 2.92e+05 / 2.35e+05 1.03 / 1.04 Steel_2_2_51 7.95e+05 / 2.22e+05 6.71e+04 / 6.55e+04 1.82e+05 / 1.51e+05 4.00 / 1.03 Steel_2_2_52 3.98e+05 / 3.54e+05 1.34e+05 / 1.34e+05 2.56e+05 / 2.12e+05 1.03 / 1.04 Steel_2_2_53 3.12e+05 / 2.72e+05 1.04e+05 / 1.04e+05 2.01e+05 / 1.60e+05 1.04 / 1.05 Steel_2_2_54 3.38e+05 / 2.94e+05 9.05e+04 / 9.08e+04 2.41e+05 / 1.97e+05 1.03 / 1.03 Steel_2_2_55 3.72e+05 / 3.28e+05 1.05e+05 / 1.05e+05 2.57e+05 / 2.13e+05 1.04 / 1.05 Steel_2_2_56 3.88e+05 / 3.38e+05 9.69e+04 / 9.71e+04 2.84e+05 / 2.35e+05 1.02 / 1.03 Steel_2_2_57 2.76e+05 / 2.39e+05 6.22e+04 / 6.23e+04 2.09e+05 / 1.72e+05 1.02 / 1.03 Steel_2_2_58 1.72e+05 / 1.71e+05 3.26e+04 / 3.27e+04 1.37e+05 / 1.12e+05 1.02 / 1.23 Steel_2_2_59 2.29e+05 / 1.97e+05 6.63e+04 / 6.63e+04 1.59e+05 / 1.27e+05 1.03 / 1.03 Steel_2_2_60 3.80e+05 / 3.35e+05 1.10e+05 / 1.10e+05 2.61e+05 / 2.17e+05 1.03 / 1.03 Steel_2_2_61 3.91e+05 / 3.42e+05 1.20e+05 / 1.20e+05 2.63e+05 / 2.13e+05 1.03 / 1.04 Steel_2_2_62 2.02e+05 / 1.71e+05 3.35e+04 / 3.37e+04 1.66e+05 / 1.35e+05 1.01 / 1.02 Steel_2_2_63 4.70e+05 / 4.20e+05 1.66e+05 / 1.67e+05 2.94e+05 / 2.43e+05 1.03 / 1.04 Steel_2_2_64 2.06e+05 / 1.85e+05 5.78e+04 / 5.78e+04 1.45e+05 / 1.23e+05 1.03 / 1.03 Steel_2_2_65 3.64e+05 / 3.20e+05 1.31e+05 / 1.31e+05 2.26e+05 / 1.81e+05 1.04 / 1.05 Steel_2_2_66 2.92e+05 / 2.50e+05 4.67e+04 / 4.67e+04 2.41e+05 / 1.98e+05 1.02 / 1.02 Steel_2_2_67 3.56e+05 / 3.12e+05 1.04e+05 / 1.04e+05 2.46e+05 / 2.02e+05 1.03 / 1.03 Steel_2_2_68 4.10e+05 / 3.58e+05 1.03e+05 / 1.03e+05 2.99e+05 / 2.47e+05 1.03 / 1.03 Steel_2_2_69 2.81e+05 / 2.41e+05 8.36e+04 / 8.38e+04 1.89e+05 / 1.49e+05 1.04 / 1.06 Steel_2_2_70 4.69e+05 / 4.07e+05 1.52e+05 / 1.52e+05 3.07e+05 / 2.45e+05 1.03 / 1.04 Steel_2_2_71 7.36e+05 / 2.13e+05 6.81e+04 / 6.68e+04 1.58e+05 / 1.41e+05 4.22 / 1.04 Steel_2_2_72 4.41e+05 / 4.00e+05 1.50e+05 / 1.54e+05 2.81e+05 / 2.36e+05 1.03 / 1.04 Steel_2_2_73 2.34e+05 / 2.02e+05 5.67e+04 / 5.69e+04 1.72e+05 / 1.40e+05 1.03 / 1.03 Steel_2_2_74 5.63e+05 / 2.18e+05 4.35e+04 / 4.25e+04 1.76e+05 / 1.46e+05 2.96 / 1.20 Steel_2_2_75 3.64e+05 / 3.19e+05 9.97e+04 / 9.99e+04 2.58e+05 / 2.13e+05 1.02 / 1.03 Steel_2_2_76 2.48e+05 / 2.15e+05 4.76e+04 / 4.76e+04 1.94e+05 / 1.61e+05 1.03 / 1.03 Steel_2_2_77 4.17e+05 / 3.73e+05 1.47e+05 / 1.46e+05 2.61e+05 / 2.17e+05 1.04 / 1.04 Steel_2_2_78 4.91e+05 / 4.26e+05 1.36e+05 / 1.36e+05 3.45e+05 / 2.80e+05 1.03 / 1.04
A-52 Steel_2_2_79 3.02e+05 / 2.63e+05 9.17e+04 / 9.18e+04 2.04e+05 / 1.65e+05 1.03 / 1.04 Steel_2_2_80 2.72e+05 / 2.35e+05 6.08e+04 / 6.09e+04 2.07e+05 / 1.70e+05 1.02 / 1.03 Steel_2_2_81 4.07e+05 / 3.43e+05 9.99e+04 / 9.99e+04 2.99e+05 / 2.35e+05 1.03 / 1.04 Steel_2_2_82 2.20e+06 / 4.06e+05 1.63e+05 / 1.33e+05 3.15e+05 / 2.62e+05 6.47 / 1.04 Steel_2_2_83 3.07e+05 / 2.60e+05 7.05e+04 / 7.08e+04 2.30e+05 / 1.82e+05 1.03 / 1.04 Steel_2_2_84 4.73e+05 / 4.15e+05 1.67e+05 / 1.67e+05 2.96e+05 / 2.37e+05 1.04 / 1.04 Steel_2_2_85 4.47e+05 / 3.95e+05 1.47e+05 / 1.47e+05 2.85e+05 / 2.33e+05 1.05 / 1.06 Steel_2_2_86 3.64e+05 / 2.98e+05 9.78e+04 / 9.80e+04 2.31e+05 / 1.92e+05 1.15 / 1.04 Steel_2_2_87 3.38e+05 / 2.89e+05 8.20e+04 / 8.10e+04 2.49e+05 / 2.01e+05 1.03 / 1.03 Steel_2_2_88 3.47e+05 / 3.03e+05 1.27e+05 / 1.27e+05 2.09e+05 / 1.64e+05 1.05 / 1.07 Steel_2_2_89 5.10e+05 / 4.20e+05 1.91e+05 / 1.56e+05 2.97e+05 / 2.49e+05 1.07 / 1.06 Steel_2_2_90 3.81e+05 / 3.34e+05 1.36e+05 / 1.36e+05 2.38e+05 / 1.90e+05 1.03 / 1.04 Steel_2_2_91 3.01e+05 / 2.78e+05 1.03e+05 / 1.03e+05 1.91e+05 / 1.68e+05 1.04 / 1.04 Steel_2_2_92 1.63e+05 / 1.58e+05 2.47e+04 / 2.47e+04 1.36e+05 / 1.17e+05 1.02 / 1.14 Steel_2_2_93 2.65e+05 / 2.27e+05 6.33e+04 / 6.35e+04 1.97e+05 / 1.58e+05 1.03 / 1.03 Steel_2_2_94 5.16e+05 / 4.52e+05 1.65e+05 / 1.65e+05 3.39e+05 / 2.74e+05 1.04 / 1.05 Steel_2_2_95 2.75e+05 / 2.41e+05 5.33e+04 / 5.37e+04 2.18e+05 / 1.80e+05 1.02 / 1.04 Steel_2_2_96 4.91e+05 / 5.13e+05 1.33e+05 / 1.82e+05 3.49e+05 / 2.65e+05 1.03 / 1.25 Steel_2_2_97 3.97e+05 / 3.51e+05 1.21e+05 / 1.21e+05 2.64e+05 / 2.18e+05 1.04 / 1.05 Steel_2_2_98 3.51e+05 / 3.08e+05 9.42e+04 / 9.45e+04 2.48e+05 / 2.06e+05 1.03 / 1.04 Steel_2_2_99 2.19e+05 / 1.83e+05 4.22e+04 / 4.25e+04 1.69e+05 / 1.35e+05 1.05 / 1.04 Steel_2_2_100 4.48e+05 / 3.91e+05 1.32e+05 / 1.32e+05 3.07e+05 / 2.50e+05 1.03 / 1.04
A-53 A.2.5 Service II â SLG Demands and Ratings A.2.5.1 Positive Region Table 21 â Service II â Positive SLG Demands & Rating - Two-Span Steel Suite 1 Bridge ID Fn (+) [psi] Int/Ext Factored DC1 + DC2 (+) [psi] Int/Ext Factored LL (+) [psi] Int/Ext Sv2 Inventory Rating (+) Int/Ext Steel_2_1_1 4.75e+04 / 4.75e+04 7.70e+03 / 7.56e+03 1.20e+04 / 1.27e+04 3.32 / 3.13 Steel_2_1_2 4.75e+04 / 4.75e+04 5.18e+03 / 6.54e+03 8.05e+03 / 8.83e+03 5.26 / 4.64 Steel_2_1_3 4.75e+04 / 4.75e+04 6.07e+03 / 6.03e+03 1.11e+04 / 1.15e+04 3.72 / 3.62 Steel_2_1_4 4.75e+04 / 4.75e+04 5.92e+03 / 5.89e+03 7.98e+03 / 9.10e+03 5.21 / 4.57 Steel_2_1_5 4.75e+04 / 4.75e+04 8.05e+03 / 7.92e+03 1.29e+04 / 1.38e+04 3.05 / 2.88 Steel_2_1_6 4.75e+04 / 4.75e+04 6.03e+03 / 5.96e+03 1.29e+04 / 1.33e+04 3.22 / 3.12 Steel_2_1_7 4.75e+04 / 4.75e+04 4.06e+03 / 5.07e+03 1.04e+04 / 1.17e+04 4.18 / 3.61 Steel_2_1_8 4.75e+04 / 4.75e+04 7.18e+03 / 6.29e+03 1.28e+04 / 1.29e+04 3.14 / 3.20 Steel_2_1_9 4.75e+04 / 4.75e+04 8.18e+03 / 8.01e+03 1.27e+04 / 1.37e+04 3.09 / 2.88 Steel_2_1_10 4.75e+04 / 4.75e+04 5.66e+03 / 5.62e+03 1.25e+04 / 1.31e+04 3.35 / 3.20 Steel_2_1_11 4.75e+04 / 4.75e+04 7.46e+03 / 7.30e+03 1.19e+04 / 1.29e+04 3.37 / 3.11 Steel_2_1_12 4.75e+04 / 4.75e+04 6.38e+03 / 6.33e+03 1.52e+04 / 1.56e+04 2.71 / 2.65 Steel_2_1_13 4.75e+04 / 4.75e+04 4.99e+03 / 5.99e+03 5.52e+03 / 8.74e+03 7.70 / 4.75 Steel_2_1_14 4.75e+04 / 4.75e+04 5.38e+03 / 5.35e+03 9.04e+03 / 9.51e+03 4.66 / 4.43 Steel_2_1_15 4.75e+04 / 4.75e+04 5.28e+03 / 5.37e+03 1.22e+04 / 1.31e+04 3.46 / 3.21 Steel_2_1_16 4.75e+04 / 4.75e+04 8.60e+03 / 8.31e+03 1.23e+04 / 1.33e+04 3.16 / 2.96 Steel_2_1_17 4.75e+04 / 4.75e+04 5.88e+03 / 5.79e+03 1.10e+04 / 1.16e+04 3.79 / 3.58 Steel_2_1_18 4.75e+04 / 4.75e+04 5.16e+03 / 4.43e+03 1.35e+04 / 1.28e+04 3.14 / 3.36 Steel_2_1_19 4.75e+04 / 4.75e+04 5.93e+03 / 5.90e+03 7.92e+03 / 9.17e+03 5.25 / 4.54 Steel_2_1_20 4.75e+04 / 4.75e+04 1.03e+04 / 1.01e+04 1.17e+04 / 1.24e+04 3.17 / 3.02 Steel_2_1_21 4.75e+04 / 4.75e+04 7.44e+03 / 7.31e+03 1.23e+04 / 1.32e+04 3.26 / 3.04 Steel_2_1_22 4.75e+04 / 4.75e+04 5.57e+03 / 5.50e+03 1.11e+04 / 1.15e+04 3.79 / 3.66 Steel_2_1_23 4.75e+04 / 4.75e+04 7.83e+03 / 7.83e+03 9.29e+03 / 9.87e+03 4.27 / 4.02 Steel_2_1_24 4.75e+04 / 4.75e+04 6.52e+03 / 6.47e+03 1.16e+04 / 1.21e+04 3.54 / 3.39 Steel_2_1_25 4.75e+04 / 4.75e+04 5.55e+03 / 5.48e+03 1.23e+04 / 1.27e+04 3.42 / 3.31 Steel_2_1_26 4.75e+04 / 4.75e+04 4.44e+03 / 4.68e+03 1.22e+04 / 1.27e+04 3.54 / 3.37 Steel_2_1_27 4.75e+04 / 4.75e+04 8.74e+03 / 8.58e+03 1.27e+04 / 1.30e+04 3.05 / 2.99 Steel_2_1_28 4.75e+04 / 4.75e+04 8.98e+03 / 8.77e+03 1.36e+04 / 1.36e+04 2.84 / 2.84 Steel_2_1_29 4.75e+04 / 4.75e+04 7.24e+03 / 7.02e+03 9.02e+03 / 9.64e+03 4.47 / 4.20 Steel_2_1_30 4.75e+04 / 4.75e+04 5.00e+03 / 4.14e+03 1.03e+04 / 9.86e+03 4.13 / 4.40 Steel_2_1_31 4.75e+04 / 4.75e+04 6.46e+03 / 6.35e+03 1.23e+04 / 1.31e+04 3.33 / 3.13 Steel_2_1_32 4.75e+04 / 4.75e+04 6.24e+03 / 6.14e+03 1.35e+04 / 1.42e+04 3.06 / 2.92 Steel_2_1_33 4.75e+04 / 4.75e+04 5.45e+03 / 5.67e+03 1.08e+04 / 1.18e+04 3.90 / 3.54 Steel_2_1_34 4.75e+04 / 4.75e+04 5.00e+03 / 4.97e+03 8.15e+03 / 8.99e+03 5.21 / 4.73 Steel_2_1_35 4.75e+04 / 4.75e+04 4.90e+03 / 4.86e+03 9.34e+03 / 9.37e+03 4.56 / 4.55 Steel_2_1_36 4.75e+04 / 4.75e+04 5.81e+03 / 6.02e+03 9.74e+03 / 1.07e+04 4.28 / 3.88 Steel_2_1_37 4.75e+04 / 4.75e+04 4.59e+03 / 4.53e+03 1.01e+04 / 1.06e+04 4.25 / 4.07 Steel_2_1_38 4.75e+04 / 4.75e+04 8.03e+03 / 8.45e+03 1.14e+04 / 1.23e+04 3.46 / 3.19 Steel_2_1_39 4.75e+04 / 4.75e+04 6.86e+03 / 6.75e+03 1.37e+04 / 1.44e+04 2.97 / 2.83
A-54 Steel_2_1_40 4.75e+04 / 4.75e+04 8.00e+03 / 7.87e+03 1.07e+04 / 1.15e+04 3.68 / 3.44 Steel_2_1_41 4.75e+04 / 4.75e+04 5.59e+03 / 5.53e+03 1.10e+04 / 1.15e+04 3.82 / 3.66 Steel_2_1_42 4.75e+04 / 4.75e+04 5.21e+03 / 4.69e+03 1.07e+04 / 1.01e+04 3.96 / 4.23 Steel_2_1_43 4.75e+04 / 4.75e+04 5.96e+03 / 6.28e+03 9.70e+03 / 1.08e+04 4.28 / 3.82 Steel_2_1_44 4.75e+04 / 4.75e+04 7.60e+03 / 7.35e+03 1.09e+04 / 1.10e+04 3.66 / 3.64 Steel_2_1_45 4.75e+04 / 4.75e+04 5.34e+03 / 4.80e+03 1.19e+04 / 1.16e+04 3.53 / 3.68 Steel_2_1_46 4.75e+04 / 4.75e+04 6.33e+03 / 6.24e+03 9.67e+03 / 1.01e+04 4.26 / 4.08 Steel_2_1_47 4.75e+04 / 4.75e+04 4.36e+03 / 4.42e+03 8.21e+03 / 8.84e+03 5.26 / 4.87 Steel_2_1_48 4.75e+04 / 4.75e+04 7.09e+03 / 7.01e+03 1.35e+04 / 1.38e+04 3.00 / 2.93 Steel_2_1_49 4.75e+04 / 4.75e+04 5.60e+03 / 5.09e+03 1.32e+04 / 1.33e+04 3.17 / 3.19 Steel_2_1_50 4.75e+04 / 4.75e+04 5.19e+03 / 5.14e+03 1.13e+04 / 1.17e+04 3.76 / 3.61 Steel_2_1_51 4.75e+04 / 4.75e+04 7.71e+03 / 6.42e+03 1.29e+04 / 1.05e+04 3.08 / 3.90 Steel_2_1_52 4.75e+04 / 4.75e+04 9.96e+03 / 9.80e+03 1.14e+04 / 1.18e+04 3.30 / 3.20 Steel_2_1_53 4.75e+04 / 4.75e+04 6.00e+03 / 5.95e+03 1.31e+04 / 1.34e+04 3.17 / 3.11 Steel_2_1_54 4.75e+04 / 4.75e+04 6.94e+03 / 6.87e+03 1.54e+04 / 1.56e+04 2.63 / 2.60 Steel_2_1_55 4.75e+04 / 4.75e+04 7.82e+03 / 7.12e+03 1.12e+04 / 1.14e+04 3.54 / 3.53 Steel_2_1_56 4.75e+04 / 4.75e+04 5.60e+03 / 5.95e+03 1.12e+04 / 1.21e+04 3.74 / 3.44 Steel_2_1_57 4.75e+04 / 4.75e+04 9.21e+03 / 9.02e+03 1.33e+04 / 1.33e+04 2.88 / 2.89 Steel_2_1_58 4.75e+04 / 4.75e+04 6.20e+03 / 5.57e+03 1.02e+04 / 1.09e+04 4.04 / 3.83 Steel_2_1_59 4.75e+04 / 4.75e+04 6.45e+03 / 6.40e+03 1.00e+04 / 1.06e+04 4.11 / 3.86 Steel_2_1_60 4.75e+04 / 4.75e+04 8.92e+03 / 8.61e+03 1.13e+04 / 1.23e+04 3.40 / 3.15 Steel_2_1_61 4.75e+04 / 4.75e+04 7.88e+03 / 8.06e+03 9.65e+03 / 1.09e+04 4.11 / 3.63 Steel_2_1_62 4.75e+04 / 4.75e+04 4.80e+03 / 4.78e+03 8.04e+03 / 9.24e+03 5.31 / 4.62 Steel_2_1_63 4.75e+04 / 4.75e+04 6.53e+03 / 6.42e+03 1.12e+04 / 1.20e+04 3.66 / 3.44 Steel_2_1_64 4.75e+04 / 4.75e+04 8.88e+03 / 8.73e+03 1.36e+04 / 1.39e+04 2.85 / 2.79 Steel_2_1_65 4.75e+04 / 4.75e+04 6.75e+03 / 5.76e+03 1.09e+04 / 1.08e+04 3.75 / 3.87 Steel_2_1_66 4.75e+04 / 4.75e+04 9.31e+03 / 9.22e+03 1.24e+04 / 1.28e+04 3.08 / 2.99 Steel_2_1_67 4.75e+04 / 4.75e+04 5.85e+03 / 5.81e+03 8.71e+03 / 9.37e+03 4.78 / 4.45 Steel_2_1_68 4.75e+04 / 4.75e+04 9.17e+03 / 8.95e+03 1.26e+04 / 1.34e+04 3.03 / 2.87 Steel_2_1_69 4.75e+04 / 4.75e+04 9.52e+03 / 9.36e+03 1.25e+04 / 1.31e+04 3.05 / 2.91 Steel_2_1_70 4.75e+04 / 4.75e+04 8.22e+03 / 8.16e+03 1.43e+04 / 1.44e+04 2.75 / 2.73 Steel_2_1_71 4.75e+04 / 4.75e+04 3.43e+03 / 4.08e+03 1.04e+04 / 1.11e+04 4.22 / 3.90 Steel_2_1_72 4.75e+04 / 4.75e+04 8.31e+03 / 3.89e+03 1.35e+04 / 4.87e+03 2.90 / 8.95 Steel_2_1_73 4.75e+04 / 4.75e+04 4.24e+03 / 4.22e+03 9.25e+03 / 9.64e+03 4.67 / 4.49 Steel_2_1_74 4.75e+04 / 4.75e+04 4.97e+03 / 4.93e+03 8.32e+03 / 8.38e+03 5.11 / 5.08 Steel_2_1_75 4.75e+04 / 4.75e+04 7.45e+03 / 7.25e+03 1.01e+04 / 1.04e+04 3.95 / 3.86 Steel_2_1_76 4.75e+04 / 4.75e+04 6.78e+03 / 6.78e+03 1.03e+04 / 1.09e+04 3.97 / 3.74 Steel_2_1_77 4.75e+04 / 4.75e+04 7.71e+03 / 7.52e+03 1.06e+04 / 1.12e+04 3.76 / 3.58 Steel_2_1_78 4.75e+04 / 4.75e+04 6.50e+03 / 6.47e+03 8.14e+03 / 9.42e+03 5.04 / 4.35 Steel_2_1_79 4.75e+04 / 4.75e+04 5.53e+03 / 5.50e+03 8.29e+03 / 9.26e+03 5.06 / 4.53 Steel_2_1_80 4.75e+04 / 4.75e+04 8.54e+03 / 8.46e+03 1.02e+04 / 1.13e+04 3.84 / 3.46 Steel_2_1_81 4.75e+04 / 4.75e+04 8.00e+03 / 7.92e+03 9.94e+03 / 1.06e+04 3.98 / 3.73 Steel_2_1_82 4.75e+04 / 4.75e+04 4.07e+03 / 4.06e+03 8.69e+03 / 9.63e+03 5.00 / 4.51 Steel_2_1_83 4.75e+04 / 4.75e+04 5.21e+03 / 5.12e+03 1.35e+04 / 1.39e+04 3.12 / 3.04 Steel_2_1_84 4.75e+04 / 4.75e+04 6.55e+03 / 6.47e+03 1.42e+04 / 1.47e+04 2.88 / 2.79 Steel_2_1_85 4.75e+04 / 4.75e+04 7.66e+03 / 7.60e+03 1.41e+04 / 1.41e+04 2.83 / 2.83 Steel_2_1_86 4.75e+04 / 4.75e+04 6.83e+03 / 6.77e+03 9.79e+03 / 1.05e+04 4.15 / 3.87 Steel_2_1_87 4.75e+04 / 4.75e+04 4.93e+03 / 4.87e+03 1.02e+04 / 1.04e+04 4.17 / 4.11
A-55 Steel_2_1_88 4.75e+04 / 4.75e+04 6.05e+03 / 6.12e+03 1.46e+04 / 1.52e+04 2.83 / 2.72 Steel_2_1_89 4.75e+04 / 4.75e+04 4.82e+03 / 5.03e+03 1.06e+04 / 1.13e+04 4.03 / 3.74 Steel_2_1_90 4.75e+04 / 4.75e+04 7.31e+03 / 7.22e+03 1.23e+04 / 1.29e+04 3.26 / 3.11 Steel_2_1_91 4.75e+04 / 4.75e+04 7.86e+03 / 7.09e+03 1.04e+04 / 1.04e+04 3.80 / 3.87 Steel_2_1_92 4.75e+04 / 4.75e+04 3.74e+03 / 3.73e+03 8.50e+03 / 9.64e+03 5.15 / 4.54 Steel_2_1_93 4.75e+04 / 4.75e+04 6.64e+03 / 6.93e+03 1.33e+04 / 1.41e+04 3.07 / 2.88 Steel_2_1_94 4.75e+04 / 4.75e+04 5.09e+03 / 5.01e+03 1.48e+04 / 1.46e+04 2.86 / 2.91 Steel_2_1_95 4.75e+04 / 4.75e+04 8.25e+03 / 8.09e+03 1.15e+04 / 1.19e+04 3.41 / 3.31 Steel_2_1_96 4.75e+04 / 4.75e+04 5.37e+03 / 5.33e+03 8.71e+03 / 8.91e+03 4.84 / 4.73 Steel_2_1_97 4.75e+04 / 4.75e+04 7.67e+03 / 7.58e+03 1.23e+04 / 1.28e+04 3.24 / 3.12 Steel_2_1_98 4.75e+04 / 4.75e+04 4.39e+03 / 4.37e+03 8.46e+03 / 9.21e+03 5.09 / 4.68 Steel_2_1_99 4.75e+04 / 4.75e+04 6.20e+03 / 6.16e+03 8.69e+03 / 9.57e+03 4.75 / 4.32 Steel_2_1_100 4.75e+04 / 4.75e+04 6.50e+03 / 7.78e+03 5.42e+03 / 8.94e+03 7.57 / 4.44 Table 22 - Service II â Positive SLG Demands & Rating - Two-Span Steel Suite 2 Bridge ID Fn (+) [psi] Int/Ext Factored DC1 + DC2 (+) [psi] Int/Ext Factored LL (+) [psi] Int/Ext Sv2 Inventory Rating (+) Int/Ext Steel_2_2_1 4.75e+04 / 4.75e+04 9.45e+03 / 9.34e+03 1.43e+04 / 1.44e+04 2.66 / 2.64 Steel_2_2_2 4.75e+04 / 4.75e+04 6.39e+03 / 6.35e+03 8.19e+03 / 9.01e+03 5.02 / 4.57 Steel_2_2_3 4.75e+04 / 4.75e+04 6.05e+03 / 5.65e+03 1.14e+04 / 1.16e+04 3.63 / 3.60 Steel_2_2_4 4.75e+04 / 4.75e+04 3.65e+03 / 3.63e+03 1.04e+04 / 1.07e+04 4.20 / 4.11 Steel_2_2_5 4.75e+04 / 4.75e+04 7.36e+03 / 7.28e+03 1.10e+04 / 1.17e+04 3.63 / 3.44 Steel_2_2_6 4.75e+04 / 4.75e+04 7.58e+03 / 7.49e+03 1.36e+04 / 1.37e+04 2.93 / 2.92 Steel_2_2_7 4.75e+04 / 4.75e+04 8.98e+03 / 8.82e+03 1.08e+04 / 1.18e+04 3.55 / 3.29 Steel_2_2_8 4.75e+04 / 4.75e+04 6.99e+03 / 6.93e+03 9.27e+03 / 9.78e+03 4.37 / 4.15 Steel_2_2_9 4.75e+04 / 4.75e+04 7.01e+03 / 6.53e+03 8.61e+03 / 9.14e+03 4.70 / 4.48 Steel_2_2_10 4.75e+04 / 4.75e+04 4.17e+03 / 4.14e+03 1.02e+04 / 1.00e+04 4.26 / 4.32 Steel_2_2_11 4.75e+04 / 4.75e+04 5.55e+03 / 6.47e+03 9.55e+03 / 1.13e+04 4.39 / 3.63 Steel_2_2_12 4.75e+04 / 4.75e+04 7.87e+03 / 7.79e+03 1.38e+04 / 1.41e+04 2.88 / 2.82 Steel_2_2_13 4.75e+04 / 4.75e+04 5.31e+03 / 5.29e+03 8.74e+03 / 9.61e+03 4.83 / 4.39 Steel_2_2_14 4.75e+04 / 4.75e+04 6.32e+03 / 6.31e+03 1.59e+04 / 1.60e+04 2.59 / 2.58 Steel_2_2_15 4.75e+04 / 4.75e+04 6.62e+03 / 6.60e+03 7.03e+03 / 8.57e+03 5.82 / 4.78 Steel_2_2_16 4.75e+04 / 4.75e+04 3.67e+03 / 3.66e+03 8.50e+03 / 9.53e+03 5.15 / 4.60 Steel_2_2_17 4.75e+04 / 4.75e+04 9.09e+03 / 8.91e+03 1.19e+04 / 1.29e+04 3.23 / 3.00 Steel_2_2_18 4.75e+04 / 4.75e+04 5.98e+03 / 5.84e+03 1.52e+04 / 1.47e+04 2.73 / 2.84 Steel_2_2_19 4.75e+04 / 4.75e+04 6.31e+03 / 6.24e+03 1.48e+04 / 1.52e+04 2.78 / 2.71 Steel_2_2_20 4.75e+04 / 4.75e+04 6.31e+03 / 6.33e+03 1.48e+04 / 1.46e+04 2.79 / 2.83 Steel_2_2_21 4.75e+04 / 4.75e+04 6.25e+03 / 6.21e+03 1.37e+04 / 1.40e+04 3.01 / 2.95 Steel_2_2_22 4.75e+04 / 4.75e+04 6.28e+03 / 6.23e+03 1.06e+04 / 1.15e+04 3.89 / 3.60 Steel_2_2_23 4.75e+04 / 4.75e+04 6.71e+03 / 6.68e+03 1.44e+04 / 1.47e+04 2.84 / 2.78 Steel_2_2_24 4.75e+04 / 4.75e+04 5.37e+03 / 5.30e+03 1.21e+04 / 1.27e+04 3.49 / 3.32 Steel_2_2_25 4.75e+04 / 4.75e+04 5.13e+03 / 4.25e+03 9.66e+03 / 9.34e+03 4.38 / 4.63 Steel_2_2_26 4.75e+04 / 4.75e+04 6.30e+03 / 6.22e+03 8.47e+03 / 9.01e+03 4.87 / 4.58 Steel_2_2_27 4.75e+04 / 4.75e+04 7.48e+03 / 7.00e+03 1.07e+04 / 1.11e+04 3.75 / 3.65 Steel_2_2_28 4.75e+04 / 4.75e+04 8.64e+03 / 8.75e+03 1.07e+04 / 1.21e+04 3.63 / 3.20 Steel_2_2_29 4.75e+04 / 4.75e+04 5.53e+03 / 5.49e+03 9.65e+03 / 1.00e+04 4.35 / 4.19
A-56 Steel_2_2_30 4.75e+04 / 4.75e+04 4.58e+03 / 4.57e+03 7.41e+03 / 8.39e+03 5.79 / 5.11 Steel_2_2_31 4.75e+04 / 4.75e+04 4.85e+03 / 4.78e+03 1.09e+04 / 1.14e+04 3.90 / 3.75 Steel_2_2_32 4.75e+04 / 4.75e+04 6.19e+03 / 6.15e+03 1.15e+04 / 1.21e+04 3.60 / 3.41 Steel_2_2_33 4.75e+04 / 4.75e+04 6.01e+03 / 6.01e+03 1.47e+04 / 1.44e+04 2.82 / 2.88 Steel_2_2_34 4.75e+04 / 4.75e+04 6.61e+03 / 6.49e+03 1.31e+04 / 1.39e+04 3.12 / 2.94 Steel_2_2_35 4.75e+04 / 4.75e+04 9.56e+03 / 9.39e+03 1.33e+04 / 1.40e+04 2.85 / 2.73 Steel_2_2_36 4.75e+04 / 4.75e+04 6.72e+03 / 6.77e+03 1.04e+04 / 1.19e+04 3.92 / 3.42 Steel_2_2_37 4.75e+04 / 4.75e+04 7.09e+03 / 7.02e+03 8.62e+03 / 9.16e+03 4.69 / 4.42 Steel_2_2_38 4.75e+04 / 4.75e+04 8.63e+03 / 9.23e+03 1.01e+04 / 1.18e+04 3.83 / 3.24 Steel_2_2_39 4.75e+04 / 4.75e+04 4.27e+03 / 4.25e+03 8.77e+03 / 9.56e+03 4.93 / 4.52 Steel_2_2_40 4.75e+04 / 4.75e+04 2.97e+03 / 3.42e+03 9.60e+03 / 1.06e+04 4.64 / 4.16 Steel_2_2_41 4.75e+04 / 4.75e+04 4.50e+03 / 4.47e+03 1.14e+04 / 1.17e+04 3.77 / 3.68 Steel_2_2_42 4.75e+04 / 4.75e+04 9.36e+03 / 9.13e+03 1.19e+04 / 1.20e+04 3.20 / 3.20 Steel_2_2_43 4.75e+04 / 4.75e+04 6.44e+03 / 5.33e+03 8.00e+03 / 9.00e+03 5.13 / 4.68 Steel_2_2_44 4.75e+04 / 4.75e+04 8.05e+03 / 7.90e+03 1.36e+04 / 1.36e+04 2.90 / 2.91 Steel_2_2_45 4.75e+04 / 4.75e+04 6.05e+03 / 5.98e+03 1.39e+04 / 1.45e+04 2.99 / 2.87 Steel_2_2_46 4.75e+04 / 4.75e+04 6.46e+03 / 6.42e+03 1.07e+04 / 1.15e+04 3.83 / 3.56 Steel_2_2_47 4.75e+04 / 4.75e+04 3.86e+03 / 3.23e+03 9.96e+03 / 9.82e+03 4.38 / 4.51 Steel_2_2_48 4.75e+04 / 4.75e+04 5.29e+03 / 5.35e+03 8.43e+03 / 8.88e+03 5.01 / 4.75 Steel_2_2_49 4.75e+04 / 4.75e+04 5.96e+03 / 5.87e+03 1.21e+04 / 1.26e+04 3.43 / 3.30 Steel_2_2_50 4.75e+04 / 4.75e+04 6.84e+03 / 6.78e+03 1.20e+04 / 1.22e+04 3.38 / 3.33 Steel_2_2_51 4.75e+04 / 4.75e+04 4.90e+03 / 5.26e+03 1.06e+04 / 1.20e+04 4.02 / 3.51 Steel_2_2_52 4.75e+04 / 4.75e+04 7.91e+03 / 7.78e+03 1.20e+04 / 1.28e+04 3.29 / 3.09 Steel_2_2_53 4.75e+04 / 4.75e+04 6.40e+03 / 6.08e+03 9.47e+03 / 9.66e+03 4.34 / 4.29 Steel_2_2_54 4.75e+04 / 4.75e+04 6.64e+03 / 6.37e+03 1.27e+04 / 1.31e+04 3.21 / 3.14 Steel_2_2_55 4.75e+04 / 4.75e+04 6.76e+03 / 6.67e+03 1.09e+04 / 1.15e+04 3.73 / 3.54 Steel_2_2_56 4.75e+04 / 4.75e+04 6.92e+03 / 6.82e+03 1.07e+04 / 1.14e+04 3.79 / 3.58 Steel_2_2_57 4.75e+04 / 4.75e+04 5.94e+03 / 5.85e+03 1.26e+04 / 1.32e+04 3.31 / 3.17 Steel_2_2_58 4.75e+04 / 4.75e+04 4.22e+03 / 4.19e+03 1.15e+04 / 1.17e+04 3.75 / 3.71 Steel_2_2_59 4.75e+04 / 4.75e+04 4.87e+03 / 4.83e+03 9.28e+03 / 9.56e+03 4.60 / 4.46 Steel_2_2_60 4.75e+04 / 4.75e+04 6.98e+03 / 6.79e+03 1.06e+04 / 1.12e+04 3.83 / 3.63 Steel_2_2_61 4.75e+04 / 4.75e+04 7.43e+03 / 7.86e+03 1.23e+04 / 1.37e+04 3.26 / 2.90 Steel_2_2_62 4.75e+04 / 4.75e+04 5.17e+03 / 4.76e+03 1.18e+04 / 1.16e+04 3.59 / 3.69 Steel_2_2_63 4.75e+04 / 4.75e+04 9.42e+03 / 9.22e+03 1.19e+04 / 1.30e+04 3.21 / 2.94 Steel_2_2_64 4.75e+04 / 4.75e+04 4.21e+03 / 4.19e+03 8.93e+03 / 9.60e+03 4.85 / 4.51 Steel_2_2_65 4.75e+04 / 4.75e+04 7.20e+03 / 7.14e+03 9.07e+03 / 9.61e+03 4.45 / 4.20 Steel_2_2_66 4.75e+04 / 4.75e+04 6.29e+03 / 6.20e+03 1.12e+04 / 1.18e+04 3.68 / 3.50 Steel_2_2_67 4.75e+04 / 4.75e+04 6.78e+03 / 7.20e+03 1.22e+04 / 1.35e+04 3.35 / 2.98 Steel_2_2_68 4.75e+04 / 4.75e+04 7.95e+03 / 7.79e+03 1.08e+04 / 1.18e+04 3.65 / 3.37 Steel_2_2_69 4.75e+04 / 4.75e+04 5.43e+03 / 5.24e+03 9.46e+03 / 9.29e+03 4.45 / 4.55 Steel_2_2_70 4.75e+04 / 4.75e+04 8.84e+03 / 8.84e+03 1.32e+04 / 1.39e+04 2.93 / 2.78 Steel_2_2_71 4.75e+04 / 4.75e+04 4.63e+03 / 4.43e+03 7.99e+03 / 9.24e+03 5.36 / 4.66 Steel_2_2_72 4.75e+04 / 4.75e+04 8.43e+03 / 7.58e+03 1.05e+04 / 1.09e+04 3.72 / 3.67 Steel_2_2_73 4.75e+04 / 4.75e+04 4.46e+03 / 4.14e+03 8.72e+03 / 8.65e+03 4.93 / 5.01 Steel_2_2_74 4.75e+04 / 4.75e+04 4.15e+03 / 4.25e+03 1.08e+04 / 1.17e+04 4.02 / 3.70 Steel_2_2_75 4.75e+04 / 4.75e+04 6.89e+03 / 6.84e+03 9.85e+03 / 1.07e+04 4.12 / 3.81 Steel_2_2_76 4.75e+04 / 4.75e+04 4.99e+03 / 4.96e+03 1.18e+04 / 1.21e+04 3.60 / 3.52 Steel_2_2_77 4.75e+04 / 4.75e+04 8.18e+03 / 8.44e+03 1.12e+04 / 1.27e+04 3.50 / 3.08
A-57 Steel_2_2_78 4.75e+04 / 4.75e+04 8.82e+03 / 8.66e+03 1.06e+04 / 1.14e+04 3.64 / 3.40 Steel_2_2_79 4.75e+04 / 4.75e+04 6.41e+03 / 6.36e+03 1.01e+04 / 1.08e+04 4.07 / 3.79 Steel_2_2_80 4.75e+04 / 4.75e+04 5.26e+03 / 5.20e+03 9.96e+03 / 1.04e+04 4.24 / 4.07 Steel_2_2_81 4.75e+04 / 4.75e+04 6.92e+03 / 6.87e+03 1.31e+04 / 1.28e+04 3.09 / 3.17 Steel_2_2_82 4.75e+04 / 4.75e+04 5.36e+03 / 8.18e+03 6.44e+03 / 1.18e+04 6.54 / 3.33 Steel_2_2_83 4.75e+04 / 4.75e+04 6.37e+03 / 5.87e+03 1.46e+04 / 1.40e+04 2.83 / 2.98 Steel_2_2_84 4.75e+04 / 4.75e+04 9.72e+03 / 9.50e+03 1.31e+04 / 1.41e+04 2.88 / 2.70 Steel_2_2_85 4.75e+04 / 4.75e+04 8.64e+03 / 8.57e+03 1.26e+04 / 1.33e+04 3.08 / 2.92 Steel_2_2_86 4.75e+04 / 4.75e+04 6.39e+03 / 6.09e+03 1.09e+04 / 1.14e+04 3.79 / 3.62 Steel_2_2_87 4.75e+04 / 4.75e+04 5.45e+03 / 5.83e+03 1.24e+04 / 1.27e+04 3.39 / 3.28 Steel_2_2_88 4.75e+04 / 4.75e+04 7.34e+03 / 7.28e+03 9.74e+03 / 1.01e+04 4.12 / 4.00 Steel_2_2_89 4.75e+04 / 4.75e+04 5.70e+03 / 9.16e+03 6.52e+03 / 1.24e+04 6.41 / 3.09 Steel_2_2_90 4.75e+04 / 4.75e+04 7.77e+03 / 7.69e+03 9.31e+03 / 1.00e+04 4.27 / 3.96 Steel_2_2_91 4.75e+04 / 4.75e+04 5.80e+03 / 5.68e+03 8.16e+03 / 9.26e+03 5.11 / 4.52 Steel_2_2_92 4.75e+04 / 4.75e+04 3.30e+03 / 3.29e+03 9.05e+03 / 9.55e+03 4.89 / 4.63 Steel_2_2_93 4.75e+04 / 4.75e+04 7.07e+03 / 6.94e+03 1.44e+04 / 1.51e+04 2.81 / 2.68 Steel_2_2_94 4.75e+04 / 4.75e+04 9.83e+03 / 9.50e+03 1.17e+04 / 1.26e+04 3.21 / 3.01 Steel_2_2_95 4.75e+04 / 4.75e+04 5.73e+03 / 4.87e+03 1.17e+04 / 1.13e+04 3.57 / 3.78 Steel_2_2_96 4.75e+04 / 4.75e+04 8.57e+03 / 4.63e+03 1.19e+04 / 5.12e+03 3.27 / 8.38 Steel_2_2_97 4.75e+04 / 4.75e+04 7.14e+03 / 7.27e+03 1.21e+04 / 1.29e+04 3.33 / 3.13 Steel_2_2_98 4.75e+04 / 4.75e+04 7.21e+03 / 7.07e+03 1.17e+04 / 1.26e+04 3.46 / 3.21 Steel_2_2_99 4.75e+04 / 4.75e+04 4.58e+03 / 4.15e+03 1.07e+04 / 1.02e+04 4.00 / 4.26 Steel_2_2_100 4.75e+04 / 4.75e+04 8.40e+03 / 8.27e+03 1.20e+04 / 1.27e+04 3.27 / 3.08
A-58 A.2.5.2 Negative Region Table 23 â Service II â Negative SLG Demands & Rating - Two-Span Steel Suite 1 Bridge ID Fn (-) [psi] Int/Ext Factored DC1 + DC2 (-) [psi] Int/Ext Factored LL (-) [psi] Int/Ext Sv2 Inventory Rating (-) Int/Ext Steel_2_1_1 4.00e+04 / 4.00e+04 -1.39e+04 / -1.36e+04 -1.36e+04 / -1.44e+04 1.93 / 1.83 Steel_2_1_2 4.00e+04 / 4.00e+04 -1.57e+04 / -1.18e+04 -1.31e+04 / -9.95e+03 1.86 / 2.84 Steel_2_1_3 4.00e+04 / 4.00e+04 -1.09e+04 / -1.08e+04 -1.27e+04 / -1.31e+04 2.28 / 2.22 Steel_2_1_4 4.00e+04 / 4.00e+04 -1.07e+04 / -1.06e+04 -8.98e+03 / -1.02e+04 3.27 / 2.87 Steel_2_1_5 4.00e+04 / 4.00e+04 -1.45e+04 / -1.42e+04 -1.47e+04 / -1.56e+04 1.74 / 1.65 Steel_2_1_6 4.00e+04 / 4.00e+04 -1.08e+04 / -1.07e+04 -1.47e+04 / -1.52e+04 1.99 / 1.93 Steel_2_1_7 4.00e+04 / 4.00e+04 -7.28e+03 / -9.08e+03 -8.39e+03 / -9.49e+03 3.90 / 3.26 Steel_2_1_8 4.00e+04 / 4.00e+04 -1.29e+04 / -1.13e+04 -1.48e+04 / -1.48e+04 1.84 / 1.94 Steel_2_1_9 4.00e+04 / 4.00e+04 -1.47e+04 / -1.44e+04 -1.44e+04 / -1.55e+04 1.76 / 1.65 Steel_2_1_10 4.00e+04 / 4.00e+04 -1.01e+04 / -1.01e+04 -9.86e+03 / -1.03e+04 3.03 / 2.90 Steel_2_1_11 4.00e+04 / 4.00e+04 -1.34e+04 / -1.31e+04 -1.35e+04 / -1.47e+04 1.97 / 1.83 Steel_2_1_12 4.00e+04 / 4.00e+04 -1.15e+04 / -1.14e+04 -1.28e+04 / -1.31e+04 2.23 / 2.19 Steel_2_1_13 4.00e+04 / 4.00e+04 -8.99e+03 / -1.08e+04 -6.22e+03 / -9.85e+03 4.99 / 2.97 Steel_2_1_14 4.00e+04 / 4.00e+04 -9.67e+03 / -9.61e+03 -1.04e+04 / -1.09e+04 2.92 / 2.78 Steel_2_1_15 4.00e+04 / 4.00e+04 -9.45e+03 / -9.62e+03 -1.22e+04 / -1.31e+04 2.50 / 2.32 Steel_2_1_16 4.00e+04 / 4.00e+04 -1.54e+04 / -1.49e+04 -1.39e+04 / -1.50e+04 1.77 / 1.67 Steel_2_1_17 4.00e+04 / 4.00e+04 -1.05e+04 / -1.04e+04 -1.22e+04 / -1.29e+04 2.41 / 2.29 Steel_2_1_18 4.00e+04 / 4.00e+04 -9.28e+03 / -7.97e+03 -1.38e+04 / -1.31e+04 2.22 / 2.44 Steel_2_1_19 4.00e+04 / 4.00e+04 -1.07e+04 / -1.06e+04 -8.91e+03 / -1.03e+04 3.29 / 2.84 Steel_2_1_20 4.00e+04 / 4.00e+04 -1.85e+04 / -1.82e+04 -1.32e+04 / -1.39e+04 1.63 / 1.56 Steel_2_1_21 4.00e+04 / 4.00e+04 -1.34e+04 / -1.31e+04 -1.40e+04 / -1.50e+04 1.91 / 1.79 Steel_2_1_22 4.00e+04 / 4.00e+04 -1.00e+04 / -9.91e+03 -1.27e+04 / -1.32e+04 2.37 / 2.29 Steel_2_1_23 4.00e+04 / 4.00e+04 -1.41e+04 / -1.41e+04 -1.05e+04 / -1.11e+04 2.48 / 2.33 Steel_2_1_24 4.00e+04 / 4.00e+04 -1.17e+04 / -1.16e+04 -1.32e+04 / -1.38e+04 2.15 / 2.06 Steel_2_1_25 4.00e+04 / 4.00e+04 -9.96e+03 / -9.85e+03 -1.41e+04 / -1.46e+04 2.14 / 2.07 Steel_2_1_26 4.00e+04 / 4.00e+04 -7.92e+03 / -8.35e+03 -9.92e+03 / -1.04e+04 3.24 / 3.05 Steel_2_1_27 4.00e+04 / 4.00e+04 -1.57e+04 / -1.54e+04 -1.44e+04 / -1.47e+04 1.69 / 1.67 Steel_2_1_28 4.00e+04 / 4.00e+04 -1.61e+04 / -1.58e+04 -1.53e+04 / -1.54e+04 1.56 / 1.58 Steel_2_1_29 4.00e+04 / 4.00e+04 -1.30e+04 / -1.26e+04 -1.02e+04 / -1.09e+04 2.66 / 2.52 Steel_2_1_30 4.00e+04 / 4.00e+04 -8.92e+03 / -7.46e+03 -8.13e+03 / -7.78e+03 3.82 / 4.18 Steel_2_1_31 4.00e+04 / 4.00e+04 -1.16e+04 / -1.14e+04 -1.42e+04 / -1.51e+04 2.00 / 1.89 Steel_2_1_32 4.00e+04 / 4.00e+04 -1.12e+04 / -1.10e+04 -1.47e+04 / -1.55e+04 1.96 / 1.87 Steel_2_1_33 4.00e+04 / 4.00e+04 -9.74e+03 / -1.01e+04 -1.13e+04 / -1.24e+04 2.68 / 2.42 Steel_2_1_34 4.00e+04 / 4.00e+04 -8.97e+03 / -8.92e+03 -9.33e+03 / -1.03e+04 3.33 / 3.02 Steel_2_1_35 4.00e+04 / 4.00e+04 -8.80e+03 / -8.74e+03 -1.07e+04 / -1.08e+04 2.91 / 2.90 Steel_2_1_36 4.00e+04 / 4.00e+04 -1.04e+04 / -1.08e+04 -1.12e+04 / -1.23e+04 2.65 / 2.38 Steel_2_1_37 4.00e+04 / 4.00e+04 -8.22e+03 / -8.12e+03 -9.22e+03 / -9.64e+03 3.45 / 3.31 Steel_2_1_38 4.00e+04 / 4.00e+04 -1.44e+04 / -1.52e+04 -1.29e+04 / -1.39e+04 1.99 / 1.79 Steel_2_1_39 4.00e+04 / 4.00e+04 -1.23e+04 / -1.21e+04 -1.54e+04 / -1.62e+04 1.80 / 1.73 Steel_2_1_40 4.00e+04 / 4.00e+04 -1.44e+04 / -1.41e+04 -1.21e+04 / -1.30e+04 2.12 / 1.99 Steel_2_1_41 4.00e+04 / 4.00e+04 -1.00e+04 / -9.94e+03 -1.25e+04 / -1.30e+04 2.40 / 2.31
A-59 Steel_2_1_42 4.00e+04 / 4.00e+04 -9.33e+03 / -8.40e+03 -1.14e+04 / -1.08e+04 2.69 / 2.92 Steel_2_1_43 4.00e+04 / 4.00e+04 -1.07e+04 / -1.13e+04 -1.10e+04 / -1.22e+04 2.66 / 2.34 Steel_2_1_44 4.00e+04 / 4.00e+04 -1.36e+04 / -1.32e+04 -1.23e+04 / -1.24e+04 2.14 / 2.16 Steel_2_1_45 4.00e+04 / 4.00e+04 -9.58e+03 / -8.62e+03 -1.35e+04 / -1.31e+04 2.25 / 2.39 Steel_2_1_46 4.00e+04 / 4.00e+04 -1.14e+04 / -1.13e+04 -1.09e+04 / -1.14e+04 2.62 / 2.52 Steel_2_1_47 4.00e+04 / 4.00e+04 -7.84e+03 / -7.94e+03 -9.35e+03 / -1.01e+04 3.44 / 3.18 Steel_2_1_48 4.00e+04 / 4.00e+04 -1.27e+04 / -1.26e+04 -1.55e+04 / -1.59e+04 1.76 / 1.73 Steel_2_1_49 4.00e+04 / 4.00e+04 -1.00e+04 / -9.09e+03 -1.29e+04 / -1.30e+04 2.32 / 2.38 Steel_2_1_50 4.00e+04 / 4.00e+04 -9.30e+03 / -9.22e+03 -1.26e+04 / -1.31e+04 2.44 / 2.34 Steel_2_1_51 4.00e+04 / 4.00e+04 -1.39e+04 / -1.15e+04 -1.47e+04 / -1.20e+04 1.78 / 2.38 Steel_2_1_52 4.00e+04 / 4.00e+04 -1.79e+04 / -1.76e+04 -1.28e+04 / -1.33e+04 1.73 / 1.68 Steel_2_1_53 4.00e+04 / 4.00e+04 -1.08e+04 / -1.07e+04 -1.42e+04 / -1.45e+04 2.05 / 2.02 Steel_2_1_54 4.00e+04 / 4.00e+04 -1.25e+04 / -1.23e+04 -1.48e+04 / -1.50e+04 1.86 / 1.84 Steel_2_1_55 4.00e+04 / 4.00e+04 -1.40e+04 / -1.28e+04 -1.27e+04 / -1.30e+04 2.04 / 2.09 Steel_2_1_56 4.00e+04 / 4.00e+04 -1.01e+04 / -1.07e+04 -1.29e+04 / -1.39e+04 2.32 / 2.11 Steel_2_1_57 4.00e+04 / 4.00e+04 -1.65e+04 / -1.62e+04 -1.50e+04 / -1.50e+04 1.57 / 1.59 Steel_2_1_58 4.00e+04 / 4.00e+04 -1.11e+04 / -9.98e+03 -1.16e+04 / -1.25e+04 2.48 / 2.41 Steel_2_1_59 4.00e+04 / 4.00e+04 -1.16e+04 / -1.15e+04 -1.13e+04 / -1.20e+04 2.51 / 2.37 Steel_2_1_60 4.00e+04 / 4.00e+04 -1.60e+04 / -1.55e+04 -1.28e+04 / -1.39e+04 1.88 / 1.76 Steel_2_1_61 4.00e+04 / 4.00e+04 -1.42e+04 / -1.45e+04 -1.09e+04 / -1.22e+04 2.38 / 2.09 Steel_2_1_62 4.00e+04 / 4.00e+04 -8.62e+03 / -8.60e+03 -9.10e+03 / -1.05e+04 3.45 / 3.00 Steel_2_1_63 4.00e+04 / 4.00e+04 -1.17e+04 / -1.15e+04 -9.24e+03 / -9.89e+03 3.07 / 2.89 Steel_2_1_64 4.00e+04 / 4.00e+04 -1.60e+04 / -1.57e+04 -1.53e+04 / -1.57e+04 1.57 / 1.55 Steel_2_1_65 4.00e+04 / 4.00e+04 -1.21e+04 / -1.03e+04 -1.25e+04 / -1.24e+04 2.24 / 2.40 Steel_2_1_66 4.00e+04 / 4.00e+04 -1.67e+04 / -1.65e+04 -1.40e+04 / -1.45e+04 1.67 / 1.62 Steel_2_1_67 4.00e+04 / 4.00e+04 -1.05e+04 / -1.04e+04 -9.83e+03 / -1.06e+04 3.00 / 2.79 Steel_2_1_68 4.00e+04 / 4.00e+04 -1.64e+04 / -1.61e+04 -1.43e+04 / -1.51e+04 1.65 / 1.58 Steel_2_1_69 4.00e+04 / 4.00e+04 -1.71e+04 / -1.68e+04 -1.41e+04 / -1.48e+04 1.63 / 1.56 Steel_2_1_70 4.00e+04 / 4.00e+04 -1.48e+04 / -1.47e+04 -1.61e+04 / -1.63e+04 1.56 / 1.56 Steel_2_1_71 4.00e+04 / 4.00e+04 -6.14e+03 / -7.30e+03 -8.52e+03 / -9.08e+03 3.97 / 3.60 Steel_2_1_72 4.00e+04 / 4.00e+04 -1.49e+04 / -6.99e+03 -1.53e+04 / -5.52e+03 1.64 / 5.98 Steel_2_1_73 4.00e+04 / 4.00e+04 -7.60e+03 / -7.57e+03 -1.06e+04 / -1.11e+04 3.05 / 2.93 Steel_2_1_74 4.00e+04 / 4.00e+04 -8.91e+03 / -8.84e+03 -9.57e+03 / -9.64e+03 3.25 / 3.23 Steel_2_1_75 4.00e+04 / 4.00e+04 -1.34e+04 / -1.31e+04 -1.14e+04 / -1.18e+04 2.33 / 2.29 Steel_2_1_76 4.00e+04 / 4.00e+04 -1.22e+04 / -1.22e+04 -1.16e+04 / -1.23e+04 2.40 / 2.27 Steel_2_1_77 4.00e+04 / 4.00e+04 -1.39e+04 / -1.35e+04 -1.19e+04 / -1.26e+04 2.19 / 2.11 Steel_2_1_78 4.00e+04 / 4.00e+04 -1.17e+04 / -1.16e+04 -9.17e+03 / -1.06e+04 3.09 / 2.67 Steel_2_1_79 4.00e+04 / 4.00e+04 -9.96e+03 / -9.91e+03 -9.36e+03 / -1.05e+04 3.21 / 2.88 Steel_2_1_80 4.00e+04 / 4.00e+04 -1.53e+04 / -1.52e+04 -1.15e+04 / -1.27e+04 2.15 / 1.95 Steel_2_1_81 4.00e+04 / 4.00e+04 -1.44e+04 / -1.43e+04 -1.12e+04 / -1.20e+04 2.29 / 2.15 Steel_2_1_82 4.00e+04 / 4.00e+04 -7.30e+03 / -7.28e+03 -9.90e+03 / -1.10e+04 3.30 / 2.98 Steel_2_1_83 4.00e+04 / 4.00e+04 -9.34e+03 / -9.17e+03 -1.09e+04 / -1.13e+04 2.80 / 2.73 Steel_2_1_84 4.00e+04 / 4.00e+04 -1.17e+04 / -1.16e+04 -1.33e+04 / -1.37e+04 2.13 / 2.07 Steel_2_1_85 4.00e+04 / 4.00e+04 -1.37e+04 / -1.36e+04 -1.60e+04 / -1.60e+04 1.64 / 1.65 Steel_2_1_86 4.00e+04 / 4.00e+04 -1.23e+04 / -1.22e+04 -1.11e+04 / -1.19e+04 2.50 / 2.33 Steel_2_1_87 4.00e+04 / 4.00e+04 -8.86e+03 / -8.76e+03 -8.33e+03 / -8.46e+03 3.74 / 3.69 Steel_2_1_88 4.00e+04 / 4.00e+04 -1.09e+04 / -1.10e+04 -1.30e+04 / -1.35e+04 2.24 / 2.15 Steel_2_1_89 4.00e+04 / 4.00e+04 -8.66e+03 / -9.03e+03 -1.13e+04 / -1.20e+04 2.79 / 2.57
A-60 Steel_2_1_90 4.00e+04 / 4.00e+04 -1.31e+04 / -1.29e+04 -1.41e+04 / -1.49e+04 1.90 / 1.82 Steel_2_1_91 4.00e+04 / 4.00e+04 -1.41e+04 / -1.28e+04 -1.18e+04 / -1.18e+04 2.19 / 2.31 Steel_2_1_92 4.00e+04 / 4.00e+04 -6.72e+03 / -6.70e+03 -9.37e+03 / -1.06e+04 3.55 / 3.13 Steel_2_1_93 4.00e+04 / 4.00e+04 -1.19e+04 / -1.24e+04 -1.52e+04 / -1.61e+04 1.85 / 1.71 Steel_2_1_94 4.00e+04 / 4.00e+04 -9.14e+03 / -9.00e+03 -1.18e+04 / -1.16e+04 2.62 / 2.67 Steel_2_1_95 4.00e+04 / 4.00e+04 -1.48e+04 / -1.46e+04 -1.30e+04 / -1.34e+04 1.94 / 1.89 Steel_2_1_96 4.00e+04 / 4.00e+04 -9.67e+03 / -9.61e+03 -9.93e+03 / -1.02e+04 3.05 / 2.99 Steel_2_1_97 4.00e+04 / 4.00e+04 -1.37e+04 / -1.35e+04 -1.26e+04 / -1.30e+04 2.10 / 2.03 Steel_2_1_98 4.00e+04 / 4.00e+04 -7.91e+03 / -7.87e+03 -9.65e+03 / -1.05e+04 3.33 / 3.06 Steel_2_1_99 4.00e+04 / 4.00e+04 -1.12e+04 / -1.11e+04 -9.79e+03 / -1.08e+04 2.94 / 2.68 Steel_2_1_100 4.00e+04 / 4.00e+04 -1.17e+04 / -1.40e+04 -6.10e+03 / -1.01e+04 4.64 / 2.58 Table 24 - Service II â Negative SLG Demands & Rating - Two-Span Steel Suite 2 Bridge ID Fn (-) [psi] Int/Ext Factored DC1 + DC2 (-) [psi] Int/Ext Factored LL (-) [psi] Int/Ext Sv2 Inventory Rating (-) Int/Ext Steel_2_2_1 4.00e+04 / 4.00e+04 -1.70e+04 / -1.68e+04 -1.61e+04 / -1.63e+04 1.43 / 1.43 Steel_2_2_2 4.00e+04 / 4.00e+04 -1.15e+04 / -1.14e+04 -9.25e+03 / -1.02e+04 3.08 / 2.81 Steel_2_2_3 4.00e+04 / 4.00e+04 -1.08e+04 / -1.01e+04 -1.31e+04 / -1.33e+04 2.23 / 2.24 Steel_2_2_4 4.00e+04 / 4.00e+04 -6.53e+03 / -6.50e+03 -8.21e+03 / -8.39e+03 4.08 / 3.99 Steel_2_2_5 4.00e+04 / 4.00e+04 -1.32e+04 / -1.31e+04 -1.25e+04 / -1.32e+04 2.15 / 2.04 Steel_2_2_6 4.00e+04 / 4.00e+04 -1.36e+04 / -1.35e+04 -1.55e+04 / -1.56e+04 1.70 / 1.70 Steel_2_2_7 4.00e+04 / 4.00e+04 -1.61e+04 / -1.58e+04 -1.22e+04 / -1.33e+04 1.96 / 1.82 Steel_2_2_8 4.00e+04 / 4.00e+04 -1.26e+04 / -1.25e+04 -1.04e+04 / -1.10e+04 2.62 / 2.50 Steel_2_2_9 4.00e+04 / 4.00e+04 -1.26e+04 / -1.18e+04 -9.70e+03 / -1.03e+04 2.82 / 2.74 Steel_2_2_10 4.00e+04 / 4.00e+04 -7.45e+03 / -7.40e+03 -8.99e+03 / -8.89e+03 3.62 / 3.67 Steel_2_2_11 4.00e+04 / 4.00e+04 -9.98e+03 / -1.16e+04 -1.07e+04 / -1.26e+04 2.81 / 2.25 Steel_2_2_12 4.00e+04 / 4.00e+04 -1.41e+04 / -1.40e+04 -1.56e+04 / -1.60e+04 1.66 / 1.63 Steel_2_2_13 4.00e+04 / 4.00e+04 -9.53e+03 / -9.49e+03 -9.93e+03 / -1.09e+04 3.07 / 2.80 Steel_2_2_14 4.00e+04 / 4.00e+04 -1.13e+04 / -1.13e+04 -1.49e+04 / -1.49e+04 1.93 / 1.92 Steel_2_2_15 4.00e+04 / 4.00e+04 -1.19e+04 / -1.19e+04 -7.91e+03 / -9.64e+03 3.55 / 2.91 Steel_2_2_16 4.00e+04 / 4.00e+04 -6.58e+03 / -6.56e+03 -9.54e+03 / -1.07e+04 3.50 / 3.13 Steel_2_2_17 4.00e+04 / 4.00e+04 -1.63e+04 / -1.60e+04 -1.34e+04 / -1.45e+04 1.77 / 1.65 Steel_2_2_18 4.00e+04 / 4.00e+04 -1.07e+04 / -1.05e+04 -1.67e+04 / -1.62e+04 1.75 / 1.83 Steel_2_2_19 4.00e+04 / 4.00e+04 -1.13e+04 / -1.12e+04 -1.27e+04 / -1.30e+04 2.26 / 2.21 Steel_2_2_20 4.00e+04 / 4.00e+04 -1.13e+04 / -1.13e+04 -1.70e+04 / -1.67e+04 1.69 / 1.72 Steel_2_2_21 4.00e+04 / 4.00e+04 -1.13e+04 / -1.12e+04 -1.57e+04 / -1.61e+04 1.83 / 1.79 Steel_2_2_22 4.00e+04 / 4.00e+04 -1.13e+04 / -1.12e+04 -1.22e+04 / -1.31e+04 2.36 / 2.19 Steel_2_2_23 4.00e+04 / 4.00e+04 -1.20e+04 / -1.19e+04 -1.17e+04 / -1.20e+04 2.40 / 2.35 Steel_2_2_24 4.00e+04 / 4.00e+04 -9.60e+03 / -9.47e+03 -1.17e+04 / -1.23e+04 2.59 / 2.48 Steel_2_2_25 4.00e+04 / 4.00e+04 -9.18e+03 / -7.65e+03 -1.10e+04 / -1.06e+04 2.81 / 3.05 Steel_2_2_26 4.00e+04 / 4.00e+04 -1.14e+04 / -1.12e+04 -9.60e+03 / -1.02e+04 2.98 / 2.82 Steel_2_2_27 4.00e+04 / 4.00e+04 -1.34e+04 / -1.26e+04 -1.20e+04 / -1.25e+04 2.21 / 2.19 Steel_2_2_28 4.00e+04 / 4.00e+04 -1.55e+04 / -1.57e+04 -1.21e+04 / -1.36e+04 2.03 / 1.78 Steel_2_2_29 4.00e+04 / 4.00e+04 -9.96e+03 / -9.89e+03 -1.11e+04 / -1.15e+04 2.71 / 2.62 Steel_2_2_30 4.00e+04 / 4.00e+04 -8.21e+03 / -8.19e+03 -8.53e+03 / -9.66e+03 3.73 / 3.29
A-61 Steel_2_2_31 4.00e+04 / 4.00e+04 -8.66e+03 / -8.54e+03 -8.92e+03 / -9.30e+03 3.51 / 3.38 Steel_2_2_32 4.00e+04 / 4.00e+04 -1.11e+04 / -1.11e+04 -1.30e+04 / -1.38e+04 2.21 / 2.09 Steel_2_2_33 4.00e+04 / 4.00e+04 -1.08e+04 / -1.08e+04 -1.66e+04 / -1.62e+04 1.76 / 1.80 Steel_2_2_34 4.00e+04 / 4.00e+04 -1.19e+04 / -1.17e+04 -1.49e+04 / -1.58e+04 1.88 / 1.79 Steel_2_2_35 4.00e+04 / 4.00e+04 -1.72e+04 / -1.69e+04 -1.50e+04 / -1.57e+04 1.52 / 1.47 Steel_2_2_36 4.00e+04 / 4.00e+04 -1.21e+04 / -1.21e+04 -1.18e+04 / -1.35e+04 2.37 / 2.06 Steel_2_2_37 4.00e+04 / 4.00e+04 -1.27e+04 / -1.26e+04 -9.73e+03 / -1.03e+04 2.80 / 2.65 Steel_2_2_38 4.00e+04 / 4.00e+04 -1.55e+04 / -1.66e+04 -1.14e+04 / -1.33e+04 2.14 / 1.76 Steel_2_2_39 4.00e+04 / 4.00e+04 -7.67e+03 / -7.64e+03 -9.77e+03 / -1.06e+04 3.31 / 3.04 Steel_2_2_40 4.00e+04 / 4.00e+04 -5.31e+03 / -6.13e+03 -8.74e+03 / -9.66e+03 3.97 / 3.51 Steel_2_2_41 4.00e+04 / 4.00e+04 -8.07e+03 / -8.01e+03 -9.18e+03 / -9.40e+03 3.48 / 3.40 Steel_2_2_42 4.00e+04 / 4.00e+04 -1.68e+04 / -1.64e+04 -1.34e+04 / -1.35e+04 1.73 / 1.75 Steel_2_2_43 4.00e+04 / 4.00e+04 -1.16e+04 / -9.62e+03 -9.04e+03 / -1.02e+04 3.15 / 2.99 Steel_2_2_44 4.00e+04 / 4.00e+04 -1.45e+04 / -1.42e+04 -1.54e+04 / -1.54e+04 1.66 / 1.68 Steel_2_2_45 4.00e+04 / 4.00e+04 -1.09e+04 / -1.08e+04 -1.50e+04 / -1.57e+04 1.94 / 1.87 Steel_2_2_46 4.00e+04 / 4.00e+04 -1.16e+04 / -1.15e+04 -1.23e+04 / -1.32e+04 2.30 / 2.15 Steel_2_2_47 4.00e+04 / 4.00e+04 -6.91e+03 / -5.78e+03 -8.13e+03 / -8.01e+03 4.07 / 4.27 Steel_2_2_48 4.00e+04 / 4.00e+04 -9.52e+03 / -9.63e+03 -9.54e+03 / -1.00e+04 3.19 / 3.02 Steel_2_2_49 4.00e+04 / 4.00e+04 -1.06e+04 / -1.05e+04 -1.23e+04 / -1.28e+04 2.39 / 2.31 Steel_2_2_50 4.00e+04 / 4.00e+04 -1.23e+04 / -1.22e+04 -1.38e+04 / -1.40e+04 2.01 / 1.98 Steel_2_2_51 4.00e+04 / 4.00e+04 -8.79e+03 / -9.43e+03 -1.21e+04 / -1.38e+04 2.58 / 2.22 Steel_2_2_52 4.00e+04 / 4.00e+04 -1.42e+04 / -1.40e+04 -1.36e+04 / -1.45e+04 1.90 / 1.80 Steel_2_2_53 4.00e+04 / 4.00e+04 -1.15e+04 / -1.09e+04 -1.07e+04 / -1.09e+04 2.66 / 2.66 Steel_2_2_54 4.00e+04 / 4.00e+04 -1.19e+04 / -1.14e+04 -1.46e+04 / -1.50e+04 1.92 / 1.90 Steel_2_2_55 4.00e+04 / 4.00e+04 -1.21e+04 / -1.20e+04 -1.24e+04 / -1.31e+04 2.25 / 2.14 Steel_2_2_56 4.00e+04 / 4.00e+04 -1.24e+04 / -1.22e+04 -1.22e+04 / -1.29e+04 2.26 / 2.15 Steel_2_2_57 4.00e+04 / 4.00e+04 -1.07e+04 / -1.05e+04 -1.35e+04 / -1.41e+04 2.17 / 2.09 Steel_2_2_58 4.00e+04 / 4.00e+04 -7.53e+03 / -7.49e+03 -9.24e+03 / -9.35e+03 3.52 / 3.48 Steel_2_2_59 4.00e+04 / 4.00e+04 -8.76e+03 / -8.69e+03 -1.07e+04 / -1.10e+04 2.93 / 2.85 Steel_2_2_60 4.00e+04 / 4.00e+04 -1.26e+04 / -1.22e+04 -1.20e+04 / -1.27e+04 2.29 / 2.18 Steel_2_2_61 4.00e+04 / 4.00e+04 -1.34e+04 / -1.41e+04 -1.40e+04 / -1.55e+04 1.91 / 1.66 Steel_2_2_62 4.00e+04 / 4.00e+04 -9.22e+03 / -8.49e+03 -9.34e+03 / -9.17e+03 3.30 / 3.44 Steel_2_2_63 4.00e+04 / 4.00e+04 -1.69e+04 / -1.65e+04 -1.34e+04 / -1.47e+04 1.73 / 1.60 Steel_2_2_64 4.00e+04 / 4.00e+04 -7.55e+03 / -7.52e+03 -1.03e+04 / -1.10e+04 3.16 / 2.94 Steel_2_2_65 4.00e+04 / 4.00e+04 -1.30e+04 / -1.29e+04 -1.02e+04 / -1.08e+04 2.65 / 2.51 Steel_2_2_66 4.00e+04 / 4.00e+04 -1.13e+04 / -1.11e+04 -9.39e+03 / -9.90e+03 3.06 / 2.92 Steel_2_2_67 4.00e+04 / 4.00e+04 -1.22e+04 / -1.29e+04 -1.39e+04 / -1.54e+04 2.01 / 1.76 Steel_2_2_68 4.00e+04 / 4.00e+04 -1.43e+04 / -1.40e+04 -1.23e+04 / -1.34e+04 2.09 / 1.94 Steel_2_2_69 4.00e+04 / 4.00e+04 -9.77e+03 / -9.42e+03 -1.07e+04 / -1.05e+04 2.82 / 2.90 Steel_2_2_70 4.00e+04 / 4.00e+04 -1.59e+04 / -1.59e+04 -1.49e+04 / -1.57e+04 1.62 / 1.54 Steel_2_2_71 4.00e+04 / 4.00e+04 -8.32e+03 / -7.95e+03 -9.11e+03 / -1.05e+04 3.48 / 3.04 Steel_2_2_72 4.00e+04 / 4.00e+04 -1.52e+04 / -1.67e+04 -1.18e+04 / -1.42e+04 2.10 / 1.65 Steel_2_2_73 4.00e+04 / 4.00e+04 -8.00e+03 / -7.44e+03 -1.00e+04 / -9.92e+03 3.20 / 3.28 Steel_2_2_74 4.00e+04 / 4.00e+04 -7.44e+03 / -7.63e+03 -1.04e+04 / -1.13e+04 3.14 / 2.87 Steel_2_2_75 4.00e+04 / 4.00e+04 -1.24e+04 / -1.23e+04 -1.12e+04 / -1.21e+04 2.47 / 2.29 Steel_2_2_76 4.00e+04 / 4.00e+04 -8.94e+03 / -8.88e+03 -1.26e+04 / -1.29e+04 2.47 / 2.42 Steel_2_2_77 4.00e+04 / 4.00e+04 -1.47e+04 / -1.52e+04 -1.26e+04 / -1.43e+04 2.00 / 1.74 Steel_2_2_78 4.00e+04 / 4.00e+04 -1.58e+04 / -1.56e+04 -1.20e+04 / -1.29e+04 2.01 / 1.89
A-62 Steel_2_2_79 4.00e+04 / 4.00e+04 -1.15e+04 / -1.14e+04 -1.15e+04 / -1.23e+04 2.48 / 2.32 Steel_2_2_80 4.00e+04 / 4.00e+04 -9.45e+03 / -9.36e+03 -1.14e+04 / -1.18e+04 2.69 / 2.59 Steel_2_2_81 4.00e+04 / 4.00e+04 -1.24e+04 / -1.23e+04 -1.50e+04 / -1.47e+04 1.84 / 1.89 Steel_2_2_82 4.00e+04 / 4.00e+04 -9.64e+03 / -1.47e+04 -7.28e+03 / -1.33e+04 4.17 / 1.90 Steel_2_2_83 4.00e+04 / 4.00e+04 -1.14e+04 / -1.05e+04 -1.60e+04 / -1.54e+04 1.79 / 1.92 Steel_2_2_84 4.00e+04 / 4.00e+04 -1.74e+04 / -1.71e+04 -1.48e+04 / -1.59e+04 1.53 / 1.44 Steel_2_2_85 4.00e+04 / 4.00e+04 -1.55e+04 / -1.54e+04 -1.42e+04 / -1.50e+04 1.72 / 1.64 Steel_2_2_86 4.00e+04 / 4.00e+04 -1.15e+04 / -1.10e+04 -1.23e+04 / -1.30e+04 2.31 / 2.23 Steel_2_2_87 4.00e+04 / 4.00e+04 -1.07e+04 / -1.05e+04 -1.53e+04 / -1.46e+04 1.92 / 2.02 Steel_2_2_88 4.00e+04 / 4.00e+04 -1.32e+04 / -1.31e+04 -1.10e+04 / -1.13e+04 2.44 / 2.38 Steel_2_2_89 4.00e+04 / 4.00e+04 -1.03e+04 / -1.65e+04 -7.34e+03 / -1.40e+04 4.05 / 1.68 Steel_2_2_90 4.00e+04 / 4.00e+04 -1.40e+04 / -1.38e+04 -1.05e+04 / -1.13e+04 2.48 / 2.31 Steel_2_2_91 4.00e+04 / 4.00e+04 -1.04e+04 / -1.02e+04 -9.20e+03 / -1.04e+04 3.21 / 2.86 Steel_2_2_92 4.00e+04 / 4.00e+04 -5.92e+03 / -5.90e+03 -7.28e+03 / -7.69e+03 4.68 / 4.43 Steel_2_2_93 4.00e+04 / 4.00e+04 -1.27e+04 / -1.24e+04 -1.44e+04 / -1.51e+04 1.90 / 1.82 Steel_2_2_94 4.00e+04 / 4.00e+04 -1.77e+04 / -1.71e+04 -1.32e+04 / -1.42e+04 1.69 / 1.61 Steel_2_2_95 4.00e+04 / 4.00e+04 -1.02e+04 / -8.71e+03 -1.22e+04 / -1.17e+04 2.44 / 2.66 Steel_2_2_96 4.00e+04 / 4.00e+04 -1.54e+04 / -8.33e+03 -1.35e+04 / -5.79e+03 1.83 / 5.47 Steel_2_2_97 4.00e+04 / 4.00e+04 -1.29e+04 / -1.31e+04 -1.37e+04 / -1.45e+04 1.98 / 1.85 Steel_2_2_98 4.00e+04 / 4.00e+04 -1.29e+04 / -1.27e+04 -1.33e+04 / -1.44e+04 2.03 / 1.90 Steel_2_2_99 4.00e+04 / 4.00e+04 -8.21e+03 / -7.44e+03 -1.11e+04 / -1.06e+04 2.85 / 3.08 Steel_2_2_100 4.00e+04 / 4.00e+04 -1.51e+04 / -1.48e+04 -1.35e+04 / -1.44e+04 1.84 / 1.75
A-63 A.3 Three-Span Continuous Steel A.3.1 Bridge Configuration (Sampled Parameters) Figure 3 - Plot matrix of sampled parameters for three-span steel suites 1 and 2. Table 25 - Sampled parameters for three-span steel suite 1. Bridge ID Span Length [in.] Width [in.] Skew [deg.] Span-to-Depth Girder Spacing [in.] Steel_3_1_1 551.57 556.79 31.3 28.06 80.29 Steel_3_1_2 719.57 846.67 24.67 20.93 116.43 Steel_3_1_3 1568.37 487.88 39.31 27.79 128.73 Steel_3_1_4 495.36 717.27 21.07 22.75 136.54 Steel_3_1_5 1640.39 602.66 15.66 28.78 143.4 Steel_3_1_6 1719.71 448.92 58.55 26.43 67.2 Steel_3_1_7 685.23 480.18 54.86 25.63 117.4 Steel_3_1_8 882.21 637.19 34.35 28.91 69.51 Steel_3_1_9 1123.88 854.34 28.11 26.77 127.47 Steel_3_1_10 749.23 600.18 11 24.61 118.33 Steel_3_1_11 761.18 716.46 8.15 20.29 90.18 Steel_3_1_12 552.44 695.42 27.19 26.94 86.88 Steel_3_1_13 969.78 569.07 17.42 26.61 102.54 Steel_3_1_14 1539.4 803.59 43.76 29.96 61.01 Steel_3_1_15 1902.87 593.91 0.63 22.3 72.49 Steel_3_1_16 1451.16 538.02 30.58 24.12 84.3 Steel_3_1_17 1093.77 643.07 58.02 23.74 121.06 Steel_3_1_18 911.58 831.74 10.71 23.23 86.42 Steel_3_1_19 1588.29 695.65 46.99 21.17 106.56 Steel_3_1_20 1082.9 731.82 42.19 24.04 141.24 Steel_3_1_21 1054.96 651 29.42 20.2 135.81 Steel_3_1_22 1029.7 770.95 18.18 28.49 66.19
A-64 Steel_3_1_23 1705.35 817.23 36.49 20.82 76.75 Steel_3_1_24 942.02 662.84 55.82 21.4 121.57 Steel_3_1_25 1498.98 687.48 37.94 29.34 93.49 Steel_3_1_26 1507.01 682.19 35.51 24.27 135.4 Steel_3_1_27 1554.88 813.65 43.99 25.76 92.5 Steel_3_1_28 625.99 557.87 1.78 21.61 115.78 Steel_3_1_29 1473.33 531.8 33.12 24.76 98.85 Steel_3_1_30 566.62 444.55 37.75 29.43 77.8 Steel_3_1_31 493.67 582.3 5.69 26.15 81.83 Steel_3_1_32 885 520.98 34.04 23.68 142.62 Steel_3_1_33 926.01 505.08 53.91 29.02 74.71 Steel_3_1_34 1623.23 684.4 13.92 24.37 142.08 Steel_3_1_35 1431.16 775.28 2.64 25.81 68.57 Steel_3_1_36 672.2 455.18 12.98 25.5 126.72 Steel_3_1_37 1404.55 646.27 13.34 21.28 129.71 Steel_3_1_38 1374.14 526.66 42.75 27.32 75.81 Steel_3_1_39 1916.05 467.74 44.76 29.53 72.64 Steel_3_1_40 1677.98 858.52 8.88 22.86 124.97 Steel_3_1_41 1133.16 464.76 28.51 27.54 129.96 Steel_3_1_42 1198.36 625.97 7.45 20.54 85.61 Steel_3_1_43 1884.09 707.36 45.59 26.03 70.48 Steel_3_1_44 800.07 583.56 55.22 23.98 132.18 Steel_3_1_45 1870.14 652.41 50.57 23.84 97.64 Steel_3_1_46 616.75 836.59 41.78 25.05 119.73 Steel_3_1_47 642.46 496.87 20 25.96 63.59 Steel_3_1_48 783.98 513.96 5.04 22.42 91.8 Steel_3_1_49 1100.26 808.69 15.22 22.97 80.01 Steel_3_1_50 1810.33 779.12 49.22 21.59 126.33 Steel_3_1_51 1648.75 507.19 30.99 23.33 112.37 Steel_3_1_52 1365.87 551.64 12.27 23.42 97.86 Steel_3_1_53 660.72 799.27 6.55 27.19 140.1 Steel_3_1_54 1256.39 477.92 4.46 24.83 115.03 Steel_3_1_55 931.89 794.01 39.83 29.65 81.85 Steel_3_1_56 1703.16 618 19 26.85 64.36 Steel_3_1_57 520.17 609.58 31.94 28.51 109.38 Steel_3_1_58 958.56 527.34 3.6 20.03 114.52 Steel_3_1_59 584.87 838.97 25.25 26.56 107.73 Steel_3_1_60 996.67 633.34 40.99 24.59 130.78 Steel_3_1_61 1338.89 723.99 36.86 29.12 95.44 Steel_3_1_62 1523.22 460.47 20.45 21.73 83.35 Steel_3_1_63 1003.38 613.7 11.9 25.39 99.89 Steel_3_1_64 1664.67 588.9 35 24.42 101.74 Steel_3_1_65 1149.33 472.34 56.58 25.56 108.13 Steel_3_1_66 1802.8 727.77 22.27 28.3 138.7 Steel_3_1_67 1740.83 491.66 0.04 22.51 123.15 Steel_3_1_68 867.03 825.41 57.51 24.97 71.54 Steel_3_1_69 1226.13 575.4 51.79 28.35 119.15 Steel_3_1_70 1747.2 605.37 51.2 25.11 94.4
A-65 Steel_3_1_71 601.32 703.38 50.15 27.47 133.88 Steel_3_1_72 533.97 788.98 48.39 27.61 124 Steel_3_1_73 822.46 451.23 10.08 20.43 88.79 Steel_3_1_74 840 750.61 58.89 22.34 88.09 Steel_3_1_75 1205.41 821.27 26.7 22.17 62.8 Steel_3_1_76 848.63 665.44 14.91 20.69 139.21 Steel_3_1_77 1601.72 752.61 46.67 29.76 103.12 Steel_3_1_78 1317.28 496.51 32.88 26.23 134.08 Steel_3_1_79 1430.24 432.71 38.77 23.53 111.23 Steel_3_1_80 1349.67 849.19 19.71 29.29 104.91 Steel_3_1_81 710.17 438.96 29.12 22.03 133 Steel_3_1_82 1235.69 798.36 17.18 22.63 60.66 Steel_3_1_83 1393.65 862.6 47.42 20.34 90.83 Steel_3_1_84 1823.9 630.17 24.42 27.95 84.72 Steel_3_1_85 1289.51 669.83 1.82 26.36 61.98 Steel_3_1_86 1840.99 711.96 16.32 21.91 109.87 Steel_3_1_87 771.72 677.34 52.44 21.08 111.96 Steel_3_1_88 733.11 785.14 25.87 28.81 105.45 Steel_3_1_89 1283.56 546.42 59.45 20.71 73.76 Steel_3_1_90 1266.67 561.8 22.07 29.88 68.06 Steel_3_1_91 1023.59 765.97 48.6 23.04 104.17 Steel_3_1_92 1479.58 660.11 23.29 21.82 101.09 Steel_3_1_93 1157.15 737.59 7.07 23.12 77.24 Steel_3_1_94 1184.51 743.65 46.09 21.44 78.65 Steel_3_1_95 1851.24 739.77 9.27 28.6 138.06 Steel_3_1_96 1062.77 517.4 40.26 27.82 122.31 Steel_3_1_97 1302.84 764.43 23.79 25.26 96.76 Steel_3_1_98 1603.43 572.64 53.07 28.13 113.44 Steel_3_1_99 1775.51 757.68 54.22 27.07 95.04 Steel_3_1_100 1778.61 540.88 3.66 27.24 65.4 Table 26 - Sampled parameters for three-span steel suite 2. Bridge ID Span Length [in.] Width [in.] Skew [deg.] Span-to-Depth Girder Spacing [in.] Steel_3_2_1 848.2 556.53 36.28 22.89 132.13 Steel_3_2_2 937.04 629.57 23.87 25.38 98.52 Steel_3_2_3 1265.5 855.99 19.09 28.7 129.24 Steel_3_2_4 910.65 811.53 18.14 29.1 107.69 Steel_3_2_5 1043.63 828.51 1.83 27.33 60.35 Steel_3_2_6 1028 613.38 28.71 22.15 123.98 Steel_3_2_7 863.88 439.24 19.3 21.92 104.55 Steel_3_2_8 1306.67 722.94 55.06 26.43 102.51 Steel_3_2_9 1538.94 763.82 45.29 27.19 81.81 Steel_3_2_10 568.66 514.88 23.39 21.62 94.28 Steel_3_2_11 1521.35 751.31 42.79 25.67 128.84 Steel_3_2_12 974.86 544.95 15.03 24.53 135.66 Steel_3_2_13 1803.15 549.49 41.09 29.35 71.56 Steel_3_2_14 1115.23 616.62 58.8 29.82 136.44
A-66 Steel_3_2_15 1170.52 758.18 11.04 21.13 89.42 Steel_3_2_16 686.01 578.53 25.43 24.91 72.53 Steel_3_2_17 945.24 675.36 25.81 26.33 95.01 Steel_3_2_18 1343.59 602.79 44.38 25.09 120.94 Steel_3_2_19 1096.16 600.12 57.92 24.48 123.22 Steel_3_2_20 1444.74 754.11 57.14 25.87 63.87 Steel_3_2_21 1223.89 592.83 41.92 29.49 76.95 Steel_3_2_22 1137.83 835.14 6.45 24.82 111.55 Steel_3_2_23 768.46 489.23 3.31 28.56 130.84 Steel_3_2_24 1577.69 464.44 33.65 29.61 133.29 Steel_3_2_25 1661.02 473.61 15.82 25.2 95.79 Steel_3_2_26 960.43 563.69 49.79 20.87 116.28 Steel_3_2_27 1806.76 700.52 20.58 20.36 114.96 Steel_3_2_28 818.66 716.4 27.54 22.1 116.5 Steel_3_2_29 1738.4 528.35 40.19 28.26 74.6 Steel_3_2_30 1020.87 587.3 14.83 27.53 110.78 Steel_3_2_31 1768.27 732.53 4.89 22.39 63.32 Steel_3_2_32 789.9 459.37 52.73 28.84 72.91 Steel_3_2_33 1003.08 572.68 38.38 26.9 108.92 Steel_3_2_34 635.53 706.41 31.49 20.18 80.68 Steel_3_2_35 715.16 791.81 0.79 28.38 141.85 Steel_3_2_36 1112.08 532.21 55.48 22.47 101 Steel_3_2_37 1501.35 520.56 21.84 23.46 125.93 Steel_3_2_38 1552.62 479.56 56.16 25.72 122.17 Steel_3_2_39 1286.99 773 22.27 22.77 96.64 Steel_3_2_40 560.27 852.72 33.49 23.68 87.48 Steel_3_2_41 1243 687.23 45.67 21.02 119.9 Steel_3_2_42 1510.69 644.23 36.69 21.23 65.3 Steel_3_2_43 1599.39 631.63 48.77 23.78 99.81 Steel_3_2_44 1704.8 635.5 16.97 23.24 142.49 Steel_3_2_45 1179.61 440.65 53.27 26.1 119.38 Steel_3_2_46 1836.97 640.98 5.5 24.07 93.45 Steel_3_2_47 543.13 649.72 50.53 24.35 103.41 Steel_3_2_48 1636.68 800.78 39.04 27.44 140.72 Steel_3_2_49 762.34 819.96 38.62 22.51 78.74 Steel_3_2_50 1197.84 496.97 11.69 20.23 98.66 Steel_3_2_51 744.94 618.28 28 25.23 125.03 Steel_3_2_52 1405.47 670.5 59.63 26.81 69.39 Steel_3_2_53 643.44 433.12 56.96 23.05 67.34 Steel_3_2_54 534.69 711.31 31.02 20.66 91.39 Steel_3_2_55 665.25 841.78 16.61 21.75 75.29 Steel_3_2_56 1461.39 699.61 49.83 24.29 143.8 Steel_3_2_57 883.07 508.11 12.54 28.05 127.93 Steel_3_2_58 1450.65 785.31 17.77 22.25 67.96 Steel_3_2_59 1893.66 860.96 48.18 25.42 101.88 Steel_3_2_60 1687.73 774.98 21.1 28.46 88.52 Steel_3_2_61 1059.6 538.26 31.98 23.51 109.82 Steel_3_2_62 1365.39 843.65 37.49 20.53 61.3
A-67 Steel_3_2_63 1375.2 686.6 29.12 23.14 113.2 Steel_3_2_64 1692.13 511.15 52.18 28.95 85.94 Steel_3_2_65 1615.36 501.55 3.73 21.87 104.21 Steel_3_2_66 1419.54 456.83 0.52 20.41 127.18 Steel_3_2_67 921.84 523.41 34.64 21.58 84.88 Steel_3_2_68 1720.98 569.94 40.41 25.52 140.02 Steel_3_2_69 1624.32 729.34 9.17 27.01 118.69 Steel_3_2_70 698.51 606.08 26.54 20.09 137.3 Steel_3_2_71 1885.67 494.57 35.13 29.18 97.17 Steel_3_2_72 1655.55 832.19 32.85 27.65 122.13 Steel_3_2_73 810.02 624.52 47.23 29.76 106.21 Steel_3_2_74 830.43 449.82 44.51 22.98 134.73 Steel_3_2_75 985.07 807.22 51.32 24.18 114.22 Steel_3_2_76 729.18 812.93 2.46 29.26 89.24 Steel_3_2_77 497.01 541.54 6.87 24.78 68.6 Steel_3_2_78 584.61 662.66 58.56 27.9 112.25 Steel_3_2_79 1153.77 468.68 10.78 27.76 139.35 Steel_3_2_80 518.94 483.88 54.26 26.76 108.13 Steel_3_2_81 1829.01 781.46 14.03 24.69 135.13 Steel_3_2_82 1073.18 589.51 43.29 21.46 90.57 Steel_3_2_83 1274.47 580.49 7.27 21.35 129.89 Steel_3_2_84 1253.89 747.3 8.65 29.92 80.14 Steel_3_2_85 1392.41 821.25 42.6 26.25 91.97 Steel_3_2_86 1477.08 657.69 7.81 27.95 132.46 Steel_3_2_87 1345.72 478.23 24.65 23.34 78.13 Steel_3_2_88 1213.4 767.67 53.96 28.14 105.49 Steel_3_2_89 1874.23 741.4 9.63 27.2 64.7 Steel_3_2_90 1778.5 692.9 29.58 26.04 73.49 Steel_3_2_91 622.34 445.21 30.24 28.69 138.87 Steel_3_2_92 895 797.35 4.29 20.95 70.91 Steel_3_2_93 1857.85 655 36 29.52 76.18 Steel_3_2_94 1318.51 735.22 24.58 22.64 117.9 Steel_3_2_95 669.87 850.82 12.61 26.65 83.48 Steel_3_2_96 1907.29 721.04 46.34 26.55 65.94 Steel_3_2_97 1759.13 679.98 13.8 25.93 83.98 Steel_3_2_98 606.01 559.35 47.79 23.91 86.3 Steel_3_2_99 482.13 786.78 1.45 20.77 62.36 Steel_3_2_100 1572.81 669.08 19.91 23.81 82.64
A-68 A.3.2 Section Dimensions Table 27 - Section dimensions for three-span steel suite 1. Bridge ID bf, Int. [in.] tf, Int. [in.] tw, Int. [in.] d, Int. [in.] bf, Ext. [in.] tf, Ext. [in.] tw, Ext. [in.] d, Ext. [in.] Steel_3_1_1 7.62 3.17 0.49 19 9.1 1.32 0.34 19 Steel_3_1_2 6.46 3.29 0.38 34 6.47 3.37 0.35 34 Steel_3_1_3 9.33 4.5 0.55 56 25.18 1.68 0.55 56 Steel_3_1_4 15.04 0.63 0.41 21 15.88 0.66 0.35 21 Steel_3_1_5 11.62 3.88 0.56 56 12.11 3.82 0.54 56 Steel_3_1_6 12.28 3.36 0.54 65 12.4 3.36 0.52 65 Steel_3_1_7 6.08 4.05 0.55 26 8.25 3.07 0.56 26 Steel_3_1_8 16.6 1.81 1.16 30 10.47 3.48 0.33 30 Steel_3_1_9 11.17 3.38 0.45 41 8.08 4.77 0.42 41 Steel_3_1_10 6 4.32 0.4 30 6 4.44 0.35 30 Steel_3_1_11 13.51 1.58 0.38 37 6.17 3.65 0.34 37 Steel_3_1_12 6 3.72 0.51 20 10.12 2.36 0.36 20 Steel_3_1_13 6.66 5.13 0.39 36 16.12 2.17 0.39 36 Steel_3_1_14 15.25 3.05 0.66 51 15.25 3.05 0.66 51 Steel_3_1_15 14.17 2.69 0.59 85 14.17 2.28 0.56 85 Steel_3_1_16 10 3.51 0.51 60 10 3.58 0.49 60 Steel_3_1_17 25.82 1.21 0.72 46 21.33 1.33 0.72 46 Steel_3_1_18 10.03 2.86 0.38 39 6.75 4.32 0.35 39 Steel_3_1_19 12.5 2.11 0.61 75 12.51 4.21 0.58 75 Steel_3_1_20 7.5 4.21 0.47 45 7.5 4.32 0.45 45 Steel_3_1_21 8.67 2.73 0.5 52 8.67 2.84 0.47 52 Steel_3_1_22 11.86 3.31 0.36 36 15.5 1.8 1.64 36 Steel_3_1_23 13.51 3.43 0.58 81 13.82 2.07 0.55 81 Steel_3_1_24 19.69 1.27 0.48 44 20.81 1.23 0.45 44 Steel_3_1_25 9.78 4.67 0.49 51 13.63 3.39 0.48 51 Steel_3_1_26 16.26 2.02 0.59 62 10.33 3.33 0.56 62 Steel_3_1_27 12.34 3.19 0.53 60 10 4.04 0.5 60 Steel_3_1_28 6.06 3.22 0.36 28 6 3.35 0.33 28 Steel_3_1_29 12.46 2.93 0.53 59 9.83 3.81 0.5 59 Steel_3_1_30 6.3 3.89 0.56 19 9.79 2.68 0.38 19 Steel_3_1_31 6 3.51 0.48 18 12.25 1.51 0.32 18 Steel_3_1_32 7.05 3.95 0.44 37 6.99 4.11 0.4 37 Steel_3_1_33 10.13 3.74 0.38 31 10.25 3.74 0.35 31 Steel_3_1_34 11 3.18 0.6 66 11 3.29 0.57 66 Steel_3_1_35 11.64 3.43 0.46 55 11.74 3.43 0.44 55 Steel_3_1_36 6.32 3.78 0.47 26 6.33 3.9 0.4 26 Steel_3_1_37 10.83 2.54 0.57 65 10.83 2.64 0.54 65 Steel_3_1_38 11.18 3.79 0.46 50 11.31 3.79 0.44 50 Steel_3_1_39 13.59 3.63 0.55 64 13.75 3.63 0.53 64 Steel_3_1_40 12.17 2.56 0.61 73 12.17 2.66 0.58 73 Steel_3_1_41 8.04 4.73 0.46 41 8.35 4.66 0.43 41 Steel_3_1_42 9.67 2.76 0.48 58 9.67 2.82 0.46 58
A-69 Steel_3_1_43 12 3.44 0.56 72 12 3.49 0.54 72 Steel_3_1_44 6.01 4.29 0.47 33 6 4.47 0.4 33 Steel_3_1_45 14.84 2.21 0.63 78 13 2.62 0.61 78 Steel_3_1_46 6.03 3.56 0.54 24 20.51 3.08 1.14 24 Steel_3_1_47 8.04 3.18 0.31 24 8.06 3.18 0.31 24 Steel_3_1_48 13.34 1.94 0.36 34 6 4.39 0.33 34 Steel_3_1_49 7.95 4 0.42 47 14.43 2.22 0.41 47 Steel_3_1_50 13.83 1.82 0.68 83 17.11 1.61 0.64 83 Steel_3_1_51 11.67 2.83 0.59 70 14.1 2.41 0.57 70 Steel_3_1_52 9.67 3.45 0.5 58 9.67 3.53 0.48 58 Steel_3_1_53 6.51 3.69 0.54 24 20.21 0.84 0.36 24 Steel_3_1_54 8.33 4.26 0.48 50 8.38 4.33 0.46 50 Steel_3_1_55 9.34 4.09 0.37 31 9.46 4.09 0.34 31 Steel_3_1_56 16.08 2.71 0.51 63 13.7 3.22 0.49 63 Steel_3_1_57 12.43 0.91 0.48 18 7.41 2.18 0.49 18 Steel_3_1_58 14.74 1.62 0.45 47 17.84 1.37 0.43 47 Steel_3_1_59 6.03 3.76 0.52 22 15.05 1.63 0.35 22 Steel_3_1_60 6.67 4.65 0.45 40 8.44 3.67 0.42 40 Steel_3_1_61 9.35 4.77 0.46 45 9.49 4.77 0.44 45 Steel_3_1_62 11.67 2.51 0.55 70 12.55 2.39 0.52 70 Steel_3_1_63 15.84 2.09 0.41 39 13.89 2.43 0.39 39 Steel_3_1_64 15.93 2.2 0.58 68 11.33 1.94 1.38 68 Steel_3_1_65 7.33 4.9 0.46 44 24.02 1.51 0.47 44 Steel_3_1_66 26.68 1.62 0.62 63 12.52 3.61 0.57 63 Steel_3_1_67 12.83 2.28 0.62 77 22.28 1.35 0.6 77 Steel_3_1_68 9.38 3.35 0.36 34 8.87 3.58 0.34 34 Steel_3_1_69 12.89 3.14 0.49 43 7.2 5.73 0.45 43 Steel_3_1_70 11.5 3.31 0.58 69 17.94 2.15 0.56 69 Steel_3_1_71 16.91 0.7 0.55 21 22.7 3.64 1.46 21 Steel_3_1_72 13.66 0.81 0.55 19 16.32 0.69 0.45 19 Steel_3_1_73 6.67 3.37 0.38 40 16.92 1.34 0.38 40 Steel_3_1_74 6.17 4.26 0.39 37 17.5 1.51 0.39 37 Steel_3_1_75 9.87 3.14 0.44 54 9.94 3.14 0.43 54 Steel_3_1_76 6.83 3.27 0.43 41 6.83 3.37 0.4 41 Steel_3_1_77 9.25 5.16 0.52 53 14.28 3.38 0.51 53 Steel_3_1_78 18.3 2.05 0.53 50 18.61 2.07 0.5 50 Steel_3_1_79 10 3.39 0.54 60 14.31 2.43 0.52 60 Steel_3_1_80 22.45 1.98 0.48 46 8.66 5.25 0.44 46 Steel_3_1_81 18.61 0.94 0.8 32 7.86 2.79 0.37 32 Steel_3_1_82 10.83 3.03 0.44 54 12.69 2.6 0.43 54 Steel_3_1_83 11.33 2.27 0.55 68 11.33 2.34 0.53 68 Steel_3_1_84 13.29 3.34 0.55 65 10.83 4.19 0.53 65 Steel_3_1_85 13.06 3.1 0.42 48 13.11 3.1 0.41 48 Steel_3_1_86 18.01 1.55 0.64 84 14 2.1 0.61 84 Steel_3_1_87 6 3.83 0.4 36 22.13 1.19 0.53 36 Steel_3_1_88 10.07 2.88 0.6 25 13.38 2.32 0.36 25 Steel_3_1_89 10.17 2.75 0.51 61 10.57 2.7 0.48 61 Steel_3_1_90 13.55 3.4 0.41 42 13.63 3.4 0.4 42
A-70 Steel_3_1_91 7.33 3.99 0.44 44 21.26 1.25 0.69 44 Steel_3_1_92 13.36 2.24 0.55 67 11.17 2.77 0.53 67 Steel_3_1_93 8.33 3.81 0.43 50 13.75 2.33 0.42 50 Steel_3_1_94 13.8 1.73 0.85 55 9.17 3.18 0.44 55 Steel_3_1_95 11.81 3.86 0.6 64 18.04 2.5 0.58 64 Steel_3_1_96 6.95 5.35 0.45 38 7.24 5.25 0.42 38 Steel_3_1_97 13.03 2.87 0.48 51 8.5 4.5 0.45 51 Steel_3_1_98 17.04 2.59 0.56 56 9.83 4.62 0.52 56 Steel_3_1_99 10.83 3.9 0.57 65 10.83 3.98 0.55 65 Steel_3_1_100 12.6 3.27 0.52 65 13.59 3.27 0.5 65 Table 28 - Section dimensions for three-span steel suite 2. Bridge ID bf, Int. [in.] tf, Int. [in.] tw, Int. [in.] d, Int. [in.] bf, Ext. [in.] tf, Ext. [in.] tw, Ext. [in.] d, Ext. [in.] Steel_3_2_1 6.55 3.92 0.42 37 6.54 4.04 0.39 37 Steel_3_2_2 6.81 4.74 0.39 36 6.95 4.72 0.36 36 Steel_3_2_3 8.1 5.18 0.47 44 8.47 5.06 0.44 44 Steel_3_2_4 18.95 1.45 1.31 31 7.25 4.91 0.39 31 Steel_3_2_5 12.95 3.02 0.36 38 12.97 3.02 0.35 38 Steel_3_2_6 16.88 1.64 0.47 46 19.57 1.45 0.45 46 Steel_3_2_7 19.04 1.35 0.41 39 6.5 4.08 0.37 39 Steel_3_2_8 8.17 4.76 0.49 49 8.17 4.85 0.46 49 Steel_3_2_9 9.36 2.64 1.8 56 14.92 2.88 0.49 56 Steel_3_2_10 6.13 3.11 0.34 26 6 3.25 0.31 26 Steel_3_2_11 9.83 3.85 0.56 59 9.89 3.94 0.53 59 Steel_3_2_12 6.99 4.42 0.43 39 7.17 4.43 0.4 39 Steel_3_2_13 13.59 3.58 0.53 61 13.73 3.58 0.51 61 Steel_3_2_14 23.8 1.72 0.5 37 7.85 5.29 0.48 37 Steel_3_2_15 17.91 1.56 0.48 55 9.17 3.16 0.45 55 Steel_3_2_16 6.97 3.63 0.32 27 7.03 3.63 0.31 27 Steel_3_2_17 12.72 2.72 0.39 35 9.93 3.53 0.36 35 Steel_3_2_18 15.29 2.29 0.54 53 8.83 4.12 0.5 53 Steel_3_2_19 16.42 1.96 0.5 44 7.33 4.55 0.45 44 Steel_3_2_20 14.14 2.85 0.48 55 12.72 3.19 0.47 55 Steel_3_2_21 9.9 3.07 1.92 41 19.24 1.25 0.42 41 Steel_3_2_22 7.5 4.58 0.44 45 13.16 2.62 0.47 45 Steel_3_2_23 6.79 4.3 0.54 26 24.33 4.22 1.12 26 Steel_3_2_24 30.18 1.56 0.68 53 20.76 2.25 0.53 53 Steel_3_2_25 19.23 1.99 0.55 65 11.3 3.51 0.53 65 Steel_3_2_26 19 1.28 0.47 46 7.73 3.3 0.44 46 Steel_3_2_27 20.84 1.09 0.71 88 14.67 1.65 0.64 88 Steel_3_2_28 11.06 2.16 0.41 37 6.21 3.98 0.37 37 Steel_3_2_29 12.52 3.73 0.52 61 12.67 3.73 0.5 61 Steel_3_2_30 6.59 5.42 0.41 37 21.73 1.69 0.41 37 Steel_3_2_31 13.99 2.37 0.54 78 13 2.59 0.53 78 Steel_3_2_32 8.77 3.65 0.4 27 8.92 3.65 0.34 27 Steel_3_2_33 6.44 5.45 0.42 37 6.55 5.45 0.39 37
A-71 Steel_3_2_34 6.01 3.24 0.32 31 6 3.28 0.31 31 Steel_3_2_35 7.52 3.6 0.52 25 7.6 3.71 0.45 25 Steel_3_2_36 16.12 1.85 0.48 49 8.18 3.77 0.45 49 Steel_3_2_37 10.5 3.12 0.57 63 16.91 1.97 0.55 63 Steel_3_2_38 21.42 1.76 0.58 60 10.2 3.86 0.54 60 Steel_3_2_39 9.33 3.38 0.49 56 9.33 3.45 0.47 56 Steel_3_2_40 6 3.37 0.41 23 12.24 1.75 0.31 23 Steel_3_2_41 11.42 2.33 0.54 59 9.83 2.82 0.51 59 Steel_3_2_42 11.85 2.82 0.52 71 13.4 2.26 0.5 71 Steel_3_2_43 11.5 2.91 0.58 67 11.17 3.08 0.55 67 Steel_3_2_44 28.49 1.35 0.75 73 12.17 2.69 0.6 73 Steel_3_2_45 7.5 4.88 0.47 45 7.52 4.97 0.45 45 Steel_3_2_46 12.67 2.75 0.59 76 12.67 2.82 0.57 76 Steel_3_2_47 9.73 1 0.42 22 10.51 1.92 0.49 22 Steel_3_2_48 16.5 2.53 0.59 59 10.23 4.25 0.55 59 Steel_3_2_49 6.43 3.94 0.34 33 6.53 3.94 0.32 33 Steel_3_2_50 9.84 2.62 0.5 59 15.13 1.73 0.48 59 Steel_3_2_51 6 4.22 0.47 29 6 4.37 0.41 29 Steel_3_2_52 11.93 3.47 0.48 52 12.05 3.47 0.46 52 Steel_3_2_53 6.55 3.37 0.34 27 6.62 3.37 0.32 27 Steel_3_2_54 6 3.05 0.34 25 20.42 0.99 0.78 25 Steel_3_2_55 6 3.52 0.32 30 6 3.55 0.31 30 Steel_3_2_56 10 3.37 0.58 60 18.34 1.88 0.56 60 Steel_3_2_57 7.41 4.42 0.46 31 14.63 2.35 0.38 31 Steel_3_2_58 10.83 2.96 0.49 65 13.83 2.34 0.48 65 Steel_3_2_59 16.98 2.17 0.62 74 13.13 2.96 0.59 74 Steel_3_2_60 10.47 4.43 0.51 59 10.63 4.43 0.49 59 Steel_3_2_61 11.9 2.57 0.45 45 19.18 1.62 0.44 45 Steel_3_2_62 11 2.59 0.49 66 11 2.61 0.48 66 Steel_3_2_63 9.83 3.25 0.53 59 20.88 1.5 0.52 59 Steel_3_2_64 10.8 4.3 0.53 58 21.49 1.47 0.53 58 Steel_3_2_65 16.42 1.8 0.58 73 12.17 2.53 0.55 73 Steel_3_2_66 21.35 1.13 0.62 69 16.15 1.58 0.56 69 Steel_3_2_67 7 3.84 0.4 42 18.1 1.49 0.39 42 Steel_3_2_68 11.17 3.31 0.62 67 11.17 3.43 0.59 67 Steel_3_2_69 10 4.06 0.55 60 17.82 2.31 0.54 60 Steel_3_2_70 6.66 2.85 0.4 34 6.61 2.98 0.37 34 Steel_3_2_71 11.5 4.16 0.57 64 10.67 4.58 0.54 64 Steel_3_2_72 27.97 1.52 0.69 59 9.83 4.5 0.53 59 Steel_3_2_73 6.1 5.27 0.58 27 6.21 5.31 0.51 27 Steel_3_2_74 24.98 1.21 0.54 36 22.85 1.15 0.54 36 Steel_3_2_75 6.67 4.74 0.43 40 14.68 2.18 0.42 40 Steel_3_2_76 22.24 1.24 0.96 24 12.64 2.54 0.32 24 Steel_3_2_77 6 3.37 0.36 20 6 3.42 0.31 20 Steel_3_2_78 13.3 0.85 0.56 20 16.86 0.7 0.47 20 Steel_3_2_79 8.73 4.54 0.46 41 8.78 4.62 0.43 41 Steel_3_2_80 11.91 1.72 0.64 19 27.03 1.47 0.47 19 Steel_3_2_81 12.33 2.78 0.64 74 12.33 2.9 0.61 74
A-72 Steel_3_2_82 14.79 1.82 0.47 50 13.69 2.01 0.44 50 Steel_3_2_83 24.42 1.25 0.58 59 18.33 1.56 0.52 59 Steel_3_2_84 20.03 1.25 0.43 41 11.59 4.01 0.39 41 Steel_3_2_85 15.22 2.54 0.5 53 15.67 2.51 0.48 53 Steel_3_2_86 8.99 4.78 0.52 52 19.57 2.22 0.51 52 Steel_3_2_87 9.5 3.63 0.48 57 9.5 3.69 0.45 57 Steel_3_2_88 7.61 5.27 0.47 43 10.93 3.74 0.45 43 Steel_3_2_89 15.93 2.82 0.53 68 14.02 3.23 0.51 68 Steel_3_2_90 14.85 2.77 0.54 68 11.44 3.67 0.51 68 Steel_3_2_91 18.63 0.78 0.5 21 19.19 0.8 0.41 21 Steel_3_2_92 7.33 3.3 0.59 42 7.36 3.55 0.35 42 Steel_3_2_93 13.04 3.81 0.53 62 13.21 3.81 0.51 62 Steel_3_2_94 9.67 3.19 0.53 58 9.67 3.28 0.5 58 Steel_3_2_95 6.05 4.17 0.39 25 6.19 4.17 0.33 25 Steel_3_2_96 13.02 3.3 0.55 71 13.14 3.3 0.54 71 Steel_3_2_97 12.45 3.23 0.55 67 11.17 3.68 0.52 67 Steel_3_2_98 6 3.68 0.4 25 20.39 1.03 0.85 25 Steel_3_2_99 12.23 1.33 0.44 23 6 2.82 0.31 23 Steel_3_2_100 14.7 2.38 0.53 66 11 3.26 0.5 66
A-73 A.3.3 Strength I Flexure â SLG Demands & Rating A.3.3.1 Positive Region Table 29 - Strength I Flexure â Positive SLG Demands & Rating - Three-Span Steel Suite 1 Bridge ID Mn (+) [lb-in.] Int/Ext Factored DC1 + DC2 (+) [lb-in.] Int/Ext Factored LL (+) [lb-in.] Int/Ext St1M Inventory Rating (+) Int/Ext Steel_3_1_1 2.90e+07 / 1.43e+07 2.34e+06 / 1.92e+06 8.62e+06 / 8.03e+06 3.09 / 1.54 Steel_3_1_2 4.52e+07 / 4.49e+07 5.11e+06 / 5.12e+06 1.71e+07 / 1.73e+07 2.34 / 2.30 Steel_3_1_3 1.12e+08 / 1.27e+08 3.27e+07 / 3.29e+07 4.89e+07 / 5.31e+07 1.61 / 1.77 Steel_3_1_4 1.42e+07 / 1.46e+07 2.35e+06 / 2.29e+06 1.09e+07 / 1.06e+07 1.09 / 1.16 Steel_3_1_5 1.18e+08 / 1.19e+08 3.69e+07 / 3.70e+07 6.06e+07 / 6.30e+07 1.33 / 1.29 Steel_3_1_6 1.54e+08 / 1.54e+08 2.72e+07 / 2.72e+07 3.34e+07 / 3.84e+07 3.80 / 3.31 Steel_3_1_7 3.67e+07 / 3.96e+07 4.79e+06 / 4.82e+06 1.34e+07 / 1.37e+07 2.38 / 2.54 Steel_3_1_8 6.66e+07 / 5.82e+07 6.58e+06 / 6.33e+06 1.48e+07 / 1.61e+07 4.05 / 3.22 Steel_3_1_9 8.35e+07 / 7.72e+07 1.48e+07 / 1.48e+07 3.36e+07 / 3.48e+07 2.05 / 1.79 Steel_3_1_10 4.32e+07 / 4.27e+07 5.83e+06 / 5.84e+06 1.80e+07 / 1.86e+07 2.08 / 1.99 Steel_3_1_11 5.40e+07 / 5.12e+07 4.41e+06 / 4.70e+06 1.50e+07 / 1.57e+07 3.30 / 2.95 Steel_3_1_12 2.76e+07 / 2.97e+07 2.49e+06 / 2.51e+06 9.39e+06 / 9.65e+06 2.68 / 2.82 Steel_3_1_13 6.31e+07 / 7.44e+07 9.72e+06 / 9.83e+06 2.29e+07 / 2.48e+07 2.33 / 2.60 Steel_3_1_14 1.36e+08 / 1.36e+08 2.09e+07 / 2.09e+07 2.86e+07 / 3.49e+07 4.04 / 3.31 Steel_3_1_15 2.12e+08 / 1.82e+08 3.27e+07 / 3.12e+07 4.88e+07 / 5.06e+07 3.68 / 2.98 Steel_3_1_16 1.24e+08 / 1.24e+08 2.06e+07 / 2.06e+07 3.43e+07 / 3.64e+07 3.03 / 2.85 Steel_3_1_17 1.01e+08 / 9.03e+07 1.36e+07 / 1.34e+07 2.61e+07 / 2.65e+07 3.34 / 2.90 Steel_3_1_18 6.95e+07 / 6.47e+07 7.23e+06 / 7.22e+06 1.91e+07 / 1.97e+07 3.25 / 2.92 Steel_3_1_19 1.37e+08 / 2.36e+08 2.78e+07 / 3.14e+07 4.39e+07 / 4.66e+07 2.48 / 4.39 Steel_3_1_20 7.74e+07 / 7.69e+07 1.40e+07 / 1.40e+07 3.21e+07 / 3.16e+07 1.98 / 1.99 Steel_3_1_21 8.00e+07 / 8.00e+07 1.34e+07 / 1.34e+07 3.27e+07 / 3.27e+07 2.03 / 2.03 Steel_3_1_22 7.76e+07 / 8.33e+07 8.56e+06 / 9.19e+06 1.84e+07 / 2.08e+07 3.75 / 3.56 Steel_3_1_23 2.41e+08 / 1.62e+08 2.86e+07 / 2.55e+07 4.19e+07 / 4.16e+07 5.07 / 3.29 Steel_3_1_24 7.56e+07 / 7.56e+07 9.21e+06 / 9.22e+06 2.18e+07 / 2.17e+07 3.04 / 3.06 Steel_3_1_25 1.15e+08 / 1.22e+08 2.45e+07 / 2.46e+07 3.70e+07 / 4.12e+07 2.46 / 2.37 Steel_3_1_26 1.19e+08 / 1.14e+08 3.04e+07 / 3.04e+07 4.92e+07 / 5.17e+07 1.80 / 1.61 Steel_3_1_27 1.36e+08 / 1.32e+08 2.35e+07 / 2.34e+07 3.96e+07 / 4.19e+07 2.85 / 2.60 Steel_3_1_28 3.44e+07 / 3.41e+07 4.24e+06 / 4.24e+06 1.34e+07 / 1.40e+07 2.26 / 2.14 Steel_3_1_29 1.26e+08 / 1.22e+08 2.27e+07 / 2.27e+07 3.93e+07 / 4.22e+07 2.63 / 2.36 Steel_3_1_30 2.76e+07 / 2.86e+07 2.46e+06 / 2.48e+06 8.55e+06 / 8.46e+06 2.95 / 3.09 Steel_3_1_31 2.42e+07 / 2.25e+07 1.86e+06 / 1.62e+06 7.77e+06 / 7.36e+06 2.87 / 2.83 Steel_3_1_32 5.74e+07 / 5.68e+07 9.30e+06 / 9.31e+06 2.50e+07 / 2.45e+07 1.93 / 1.94 Steel_3_1_33 6.42e+07 / 6.28e+07 7.40e+06 / 7.40e+06 1.54e+07 / 1.62e+07 3.68 / 3.42 Steel_3_1_34 1.28e+08 / 1.28e+08 3.30e+07 / 3.31e+07 6.18e+07 / 6.18e+07 1.54 / 1.54 Steel_3_1_35 1.27e+08 / 1.27e+08 1.74e+07 / 1.74e+07 3.01e+07 / 3.35e+07 3.64 / 3.28 Steel_3_1_36 3.57e+07 / 3.53e+07 4.92e+06 / 4.93e+06 1.61e+07 / 1.64e+07 1.91 / 1.86 Steel_3_1_37 1.14e+08 / 1.14e+08 2.41e+07 / 2.42e+07 4.67e+07 / 4.83e+07 1.91 / 1.86 Steel_3_1_38 1.17e+08 / 1.17e+08 1.67e+07 / 1.67e+07 2.91e+07 / 3.00e+07 3.45 / 3.34
A-74 Steel_3_1_39 1.63e+08 / 1.63e+08 3.73e+07 / 3.73e+07 4.32e+07 / 4.84e+07 2.91 / 2.60 Steel_3_1_40 1.40e+08 / 1.41e+08 3.26e+07 / 3.27e+07 5.92e+07 / 6.12e+07 1.82 / 1.77 Steel_3_1_41 7.76e+07 / 7.77e+07 1.55e+07 / 1.55e+07 3.42e+07 / 3.55e+07 1.82 / 1.75 Steel_3_1_42 1.03e+08 / 1.03e+08 1.32e+07 / 1.32e+07 2.80e+07 / 2.90e+07 3.23 / 3.11 Steel_3_1_43 1.72e+08 / 1.72e+08 3.16e+07 / 3.15e+07 4.26e+07 / 4.67e+07 3.29 / 3.01 Steel_3_1_44 4.76e+07 / 4.71e+07 7.26e+06 / 7.27e+06 1.80e+07 / 1.81e+07 2.25 / 2.20 Steel_3_1_45 1.58e+08 / 1.57e+08 3.94e+07 / 3.94e+07 5.02e+07 / 5.58e+07 2.37 / 2.12 Steel_3_1_46 3.14e+07 / 7.81e+07 4.04e+06 / 4.98e+06 1.24e+07 / 1.21e+07 2.20 / 6.03 Steel_3_1_47 3.51e+07 / 3.49e+07 2.87e+06 / 2.87e+06 9.21e+06 / 1.03e+07 3.50 / 3.10 Steel_3_1_48 5.73e+07 / 5.03e+07 5.19e+06 / 5.15e+06 1.65e+07 / 1.67e+07 3.15 / 2.71 Steel_3_1_49 8.82e+07 / 9.46e+07 1.04e+07 / 1.04e+07 2.35e+07 / 2.39e+07 3.31 / 3.52 Steel_3_1_50 1.34e+08 / 1.51e+08 3.74e+07 / 3.98e+07 5.67e+07 / 6.12e+07 1.70 / 1.81 Steel_3_1_51 1.40e+08 / 1.43e+08 2.99e+07 / 3.00e+07 5.12e+07 / 5.41e+07 2.15 / 2.08 Steel_3_1_52 1.15e+08 / 1.15e+08 1.89e+07 / 1.89e+07 3.67e+07 / 3.92e+07 2.61 / 2.45 Steel_3_1_53 3.25e+07 / 2.37e+07 5.22e+06 / 4.71e+06 1.66e+07 / 1.57e+07 1.64 / 1.20 Steel_3_1_54 9.59e+07 / 9.55e+07 1.78e+07 / 1.78e+07 3.64e+07 / 3.86e+07 2.15 / 2.01 Steel_3_1_55 6.36e+07 / 6.30e+07 7.64e+06 / 7.64e+06 1.76e+07 / 1.83e+07 3.18 / 3.03 Steel_3_1_56 1.61e+08 / 1.58e+08 2.42e+07 / 2.41e+07 3.73e+07 / 4.27e+07 3.66 / 3.14 Steel_3_1_57 1.37e+07 / 1.77e+07 2.27e+06 / 2.32e+06 9.06e+06 / 9.64e+06 1.26 / 1.59 Steel_3_1_58 7.71e+07 / 7.79e+07 9.32e+06 / 9.33e+06 2.59e+07 / 2.61e+07 2.62 / 2.62 Steel_3_1_59 2.98e+07 / 3.41e+07 3.08e+06 / 3.11e+06 1.20e+07 / 1.22e+07 2.23 / 2.53 Steel_3_1_60 6.53e+07 / 6.39e+07 1.22e+07 / 1.15e+07 2.65e+07 / 2.65e+07 2.01 / 1.98 Steel_3_1_61 9.92e+07 / 9.90e+07 1.95e+07 / 1.95e+07 3.21e+07 / 3.57e+07 2.49 / 2.22 Steel_3_1_62 1.36e+08 / 1.37e+08 2.28e+07 / 2.28e+07 3.76e+07 / 3.98e+07 3.01 / 2.87 Steel_3_1_63 7.90e+07 / 7.78e+07 1.05e+07 / 1.05e+07 2.38e+07 / 2.56e+07 2.89 / 2.63 Steel_3_1_64 1.45e+08 / 1.34e+08 3.00e+07 / 3.22e+07 4.72e+07 / 5.11e+07 2.44 / 1.99 Steel_3_1_65 8.23e+07 / 9.63e+07 1.45e+07 / 1.47e+07 2.60e+07 / 2.79e+07 2.61 / 2.92 Steel_3_1_66 1.42e+08 / 1.31e+08 4.45e+07 / 4.44e+07 6.76e+07 / 7.12e+07 1.44 / 1.22 Steel_3_1_67 1.40e+08 / 1.45e+08 3.78e+07 / 3.79e+07 5.99e+07 / 6.40e+07 1.70 / 1.68 Steel_3_1_68 6.13e+07 / 6.00e+07 5.53e+06 / 5.53e+06 1.36e+07 / 1.41e+07 4.10 / 3.87 Steel_3_1_69 9.33e+07 / 8.07e+07 1.81e+07 / 1.81e+07 3.13e+07 / 3.38e+07 2.40 / 1.85 Steel_3_1_70 1.52e+08 / 1.58e+08 3.09e+07 / 3.10e+07 4.56e+07 / 4.86e+07 2.66 / 2.62 Steel_3_1_71 1.58e+07 / 8.10e+07 3.90e+06 / 5.71e+06 1.14e+07 / 1.19e+07 1.04 / 6.34 Steel_3_1_72 1.41e+07 / 1.37e+07 2.68e+06 / 2.70e+06 9.57e+06 / 1.00e+07 1.20 / 1.10 Steel_3_1_73 5.77e+07 / 6.28e+07 6.14e+06 / 6.17e+06 1.68e+07 / 1.74e+07 3.07 / 3.26 Steel_3_1_74 5.74e+07 / 6.42e+07 5.95e+06 / 6.00e+06 1.45e+07 / 1.48e+07 3.54 / 3.94 Steel_3_1_75 1.07e+08 / 1.07e+08 1.10e+07 / 1.10e+07 2.26e+07 / 2.59e+07 4.24 / 3.70 Steel_3_1_76 5.64e+07 / 5.62e+07 8.62e+06 / 8.63e+06 2.44e+07 / 2.41e+07 1.96 / 1.97 Steel_3_1_77 1.17e+08 / 1.28e+08 2.99e+07 / 3.01e+07 4.21e+07 / 4.73e+07 2.08 / 2.06 Steel_3_1_78 1.08e+08 / 1.08e+08 2.13e+07 / 2.13e+07 4.18e+07 / 4.26e+07 2.07 / 2.03 Steel_3_1_79 1.19e+08 / 1.25e+08 2.20e+07 / 2.21e+07 4.09e+07 / 4.28e+07 2.38 / 2.39 Steel_3_1_80 1.16e+08 / 9.90e+07 1.95e+07 / 1.94e+07 3.77e+07 / 4.04e+07 2.56 / 1.97 Steel_3_1_81 4.70e+07 / 4.29e+07 5.99e+06 / 5.90e+06 1.82e+07 / 1.82e+07 2.26 / 2.04 Steel_3_1_82 1.12e+08 / 1.14e+08 1.11e+07 / 1.11e+07 2.32e+07 / 2.68e+07 4.34 / 3.84 Steel_3_1_83 1.23e+08 / 1.24e+08 1.91e+07 / 1.91e+07 3.28e+07 / 3.48e+07 3.18 / 3.00 Steel_3_1_84 1.54e+08 / 1.50e+08 3.52e+07 / 3.51e+07 4.77e+07 / 5.24e+07 2.50 / 2.19 Steel_3_1_85 1.13e+08 / 1.13e+08 1.35e+07 / 1.35e+07 2.41e+07 / 2.85e+07 4.14 / 3.50 Steel_3_1_86 1.63e+08 / 1.62e+08 3.64e+07 / 3.64e+07 6.20e+07 / 6.50e+07 2.04 / 1.93
A-75 Steel_3_1_87 5.02e+07 / 6.72e+07 5.58e+06 / 5.83e+06 1.61e+07 / 1.60e+07 2.78 / 3.84 Steel_3_1_88 4.42e+07 / 4.62e+07 5.48e+06 / 5.48e+06 1.58e+07 / 1.68e+07 2.45 / 2.43 Steel_3_1_89 1.15e+08 / 1.16e+08 1.39e+07 / 1.39e+07 2.37e+07 / 2.45e+07 4.28 / 4.15 Steel_3_1_90 1.06e+08 / 1.06e+08 1.39e+07 / 1.39e+07 2.51e+07 / 2.81e+07 3.65 / 3.27 Steel_3_1_91 7.50e+07 / 8.38e+07 1.11e+07 / 1.13e+07 2.28e+07 / 2.45e+07 2.80 / 2.96 Steel_3_1_92 1.32e+08 / 1.30e+08 2.20e+07 / 2.20e+07 4.27e+07 / 4.50e+07 2.57 / 2.40 Steel_3_1_93 9.54e+07 / 1.01e+08 1.16e+07 / 1.16e+07 2.44e+07 / 2.49e+07 3.43 / 3.58 Steel_3_1_94 1.07e+08 / 1.00e+08 1.20e+07 / 1.11e+07 2.46e+07 / 2.36e+07 3.88 / 3.79 Steel_3_1_95 1.38e+08 / 1.33e+08 4.42e+07 / 4.18e+07 7.14e+07 / 7.13e+07 1.32 / 1.28 Steel_3_1_96 6.86e+07 / 6.86e+07 1.31e+07 / 1.31e+07 2.78e+07 / 2.94e+07 1.99 / 1.89 Steel_3_1_97 1.12e+08 / 1.05e+08 1.63e+07 / 1.62e+07 3.46e+07 / 3.63e+07 2.76 / 2.44 Steel_3_1_98 1.33e+08 / 1.22e+08 3.02e+07 / 3.01e+07 4.42e+07 / 4.80e+07 2.32 / 1.91 Steel_3_1_99 1.45e+08 / 1.45e+08 3.43e+07 / 3.44e+07 4.48e+07 / 4.96e+07 2.48 / 2.23 Steel_3_1_100 1.38e+08 / 1.61e+08 2.48e+07 / 2.85e+07 3.58e+07 / 4.55e+07 3.17 / 2.92 Table 30 - Strength I Flexure â Positive SLG Demands & Rating - Three-Span Steel Suite 2 Bridge ID Mn (+) [lb-in.] Int/Ext Factored DC1 + DC2 (+) [lb-in.] Int/Ext Factored LL (+) [lb-in.] Int/Ext St1M Inventory Rating (+) Int/Ext Steel_3_2_1 5.46e+07 / 5.42e+07 8.25e+06 / 8.26e+06 2.20e+07 / 2.22e+07 2.10 / 2.07 Steel_3_2_2 6.23e+07 / 6.21e+07 8.83e+06 / 8.84e+06 2.13e+07 / 2.29e+07 2.51 / 2.32 Steel_3_2_3 8.72e+07 / 8.75e+07 1.93e+07 / 1.94e+07 3.96e+07 / 4.15e+07 1.71 / 1.64 Steel_3_2_4 6.54e+07 / 5.41e+07 9.42e+06 / 9.12e+06 2.16e+07 / 2.34e+07 2.59 / 1.93 Steel_3_2_5 8.06e+07 / 8.05e+07 7.66e+06 / 7.66e+06 1.83e+07 / 2.10e+07 3.99 / 3.47 Steel_3_2_6 8.30e+07 / 8.38e+07 1.16e+07 / 1.16e+07 2.99e+07 / 3.02e+07 2.39 / 2.39 Steel_3_2_7 6.74e+07 / 5.95e+07 7.10e+06 / 7.06e+06 2.09e+07 / 2.12e+07 2.89 / 2.47 Steel_3_2_8 9.95e+07 / 9.89e+07 1.82e+07 / 1.82e+07 3.06e+07 / 3.32e+07 2.66 / 2.43 Steel_3_2_9 1.21e+08 / 1.34e+08 2.57e+07 / 2.35e+07 3.49e+07 / 3.71e+07 2.74 / 2.99 Steel_3_2_10 3.22e+07 / 3.18e+07 2.80e+06 / 2.80e+06 1.06e+07 / 1.07e+07 2.78 / 2.70 Steel_3_2_11 1.19e+08 / 1.19e+08 2.76e+07 / 2.77e+07 4.80e+07 / 4.97e+07 1.91 / 1.84 Steel_3_2_12 6.36e+07 / 6.36e+07 1.18e+07 / 1.18e+07 2.84e+07 / 2.92e+07 1.82 / 1.77 Steel_3_2_13 1.57e+08 / 1.57e+08 3.12e+07 / 3.12e+07 4.01e+07 / 4.46e+07 3.14 / 2.82 Steel_3_2_14 8.62e+07 / 6.87e+07 1.60e+07 / 1.58e+07 2.81e+07 / 2.91e+07 2.50 / 1.81 Steel_3_2_15 1.06e+08 / 1.00e+08 1.19e+07 / 1.19e+07 2.88e+07 / 2.92e+07 3.25 / 3.03 Steel_3_2_16 4.10e+07 / 4.04e+07 3.62e+06 / 3.63e+06 1.11e+07 / 1.16e+07 3.38 / 3.18 Steel_3_2_17 7.13e+07 / 6.80e+07 8.47e+06 / 8.46e+06 2.14e+07 / 2.26e+07 2.93 / 2.64 Steel_3_2_18 1.08e+08 / 1.00e+08 2.25e+07 / 2.25e+07 3.74e+07 / 4.05e+07 2.28 / 1.92 Steel_3_2_19 8.62e+07 / 7.64e+07 1.44e+07 / 1.44e+07 2.61e+07 / 2.75e+07 2.76 / 2.25 Steel_3_2_20 1.32e+08 / 1.31e+08 1.72e+07 / 1.71e+07 2.58e+07 / 2.99e+07 4.46 / 3.80 Steel_3_2_21 9.45e+07 / 5.12e+07 1.47e+07 / 1.08e+07 2.49e+07 / 2.34e+07 3.21 / 1.72 Steel_3_2_22 8.23e+07 / 9.00e+07 1.45e+07 / 1.47e+07 3.05e+07 / 3.29e+07 2.22 / 2.29 Steel_3_2_23 3.95e+07 / 1.19e+08 7.33e+06 / 9.95e+06 1.92e+07 / 1.95e+07 1.67 / 5.60 Steel_3_2_24 1.37e+08 / 1.25e+08 3.41e+07 / 3.34e+07 5.22e+07 / 5.52e+07 1.98 / 1.65 Steel_3_2_25 1.50e+08 / 1.43e+08 2.84e+07 / 2.83e+07 4.78e+07 / 5.10e+07 2.54 / 2.24 Steel_3_2_26 7.79e+07 / 7.22e+07 9.47e+06 / 9.45e+06 2.30e+07 / 2.33e+07 2.97 / 2.70 Steel_3_2_27 1.55e+08 / 1.49e+08 3.96e+07 / 3.92e+07 6.06e+07 / 6.50e+07 1.90 / 1.70
A-76 Steel_3_2_28 5.76e+07 / 5.25e+07 7.24e+06 / 7.22e+06 2.02e+07 / 2.10e+07 2.49 / 2.16 Steel_3_2_29 1.54e+08 / 1.54e+08 2.76e+07 / 2.76e+07 4.03e+07 / 4.23e+07 3.12 / 2.98 Steel_3_2_30 6.51e+07 / 8.03e+07 1.17e+07 / 1.18e+07 2.58e+07 / 2.81e+07 2.07 / 2.44 Steel_3_2_31 1.73e+08 / 1.72e+08 2.48e+07 / 2.47e+07 3.94e+07 / 4.50e+07 3.75 / 3.27 Steel_3_2_32 4.96e+07 / 4.84e+07 5.37e+06 / 5.37e+06 1.21e+07 / 1.29e+07 3.67 / 3.33 Steel_3_2_33 6.48e+07 / 6.44e+07 1.07e+07 / 1.07e+07 2.39e+07 / 2.56e+07 2.27 / 2.10 Steel_3_2_34 3.91e+07 / 3.89e+07 2.95e+06 / 2.95e+06 1.07e+07 / 1.03e+07 3.39 / 3.47 Steel_3_2_35 3.73e+07 / 3.70e+07 6.27e+06 / 6.28e+06 1.88e+07 / 1.89e+07 1.65 / 1.63 Steel_3_2_36 9.54e+07 / 8.86e+07 1.18e+07 / 1.17e+07 2.47e+07 / 2.54e+07 3.39 / 3.03 Steel_3_2_37 1.18e+08 / 1.24e+08 2.83e+07 / 2.85e+07 4.92e+07 / 5.23e+07 1.82 / 1.82 Steel_3_2_38 1.34e+08 / 1.24e+08 2.80e+07 / 2.79e+07 4.38e+07 / 4.56e+07 2.42 / 2.11 Steel_3_2_39 1.07e+08 / 1.07e+08 1.68e+07 / 1.68e+07 3.32e+07 / 3.56e+07 2.72 / 2.53 Steel_3_2_40 3.02e+07 / 3.27e+07 2.62e+06 / 2.63e+06 9.19e+06 / 9.45e+06 3.00 / 3.18 Steel_3_2_41 1.05e+08 / 1.03e+08 1.65e+07 / 1.65e+07 3.47e+07 / 3.52e+07 2.55 / 2.47 Steel_3_2_42 1.59e+08 / 1.47e+08 1.78e+07 / 1.73e+07 3.16e+07 / 3.44e+07 4.45 / 3.76 Steel_3_2_43 1.35e+08 / 1.35e+08 2.83e+07 / 2.83e+07 4.14e+07 / 4.55e+07 2.57 / 2.34 Steel_3_2_44 1.84e+08 / 1.36e+08 3.91e+07 / 3.69e+07 6.80e+07 / 6.64e+07 2.13 / 1.50 Steel_3_2_45 8.48e+07 / 8.41e+07 1.57e+07 / 1.57e+07 2.98e+07 / 3.13e+07 2.32 / 2.18 Steel_3_2_46 1.60e+08 / 1.60e+08 3.53e+07 / 3.54e+07 5.32e+07 / 5.78e+07 2.34 / 2.16 Steel_3_2_47 1.46e+07 / 3.14e+07 2.34e+06 / 2.81e+06 8.60e+06 / 9.59e+06 1.42 / 2.98 Steel_3_2_48 1.30e+08 / 1.22e+08 3.45e+07 / 3.44e+07 5.72e+07 / 5.83e+07 1.67 / 1.49 Steel_3_2_49 4.99e+07 / 4.98e+07 4.43e+06 / 4.43e+06 1.33e+07 / 1.30e+07 3.43 / 3.48 Steel_3_2_50 1.03e+08 / 1.06e+08 1.37e+07 / 1.38e+07 3.16e+07 / 3.27e+07 2.82 / 2.82 Steel_3_2_51 4.07e+07 / 4.03e+07 6.49e+06 / 6.50e+06 1.81e+07 / 1.89e+07 1.89 / 1.78 Steel_3_2_52 1.23e+08 / 1.23e+08 1.71e+07 / 1.71e+07 2.56e+07 / 2.82e+07 4.14 / 3.75 Steel_3_2_53 3.78e+07 / 3.76e+07 3.14e+06 / 3.14e+06 8.34e+06 / 9.13e+06 4.16 / 3.77 Steel_3_2_54 3.02e+07 / 3.94e+07 2.29e+06 / 2.43e+06 9.26e+06 / 9.20e+06 3.01 / 4.02 Steel_3_2_55 4.02e+07 / 4.00e+07 3.39e+06 / 3.39e+06 1.08e+07 / 1.11e+07 3.39 / 3.31 Steel_3_2_56 1.12e+08 / 1.19e+08 2.75e+07 / 2.76e+07 4.69e+07 / 4.71e+07 1.80 / 1.95 Steel_3_2_57 5.22e+07 / 6.03e+07 9.36e+06 / 9.43e+06 2.34e+07 / 2.46e+07 1.83 / 2.07 Steel_3_2_58 1.35e+08 / 1.38e+08 1.68e+07 / 1.68e+07 3.13e+07 / 3.41e+07 3.78 / 3.55 Steel_3_2_59 1.57e+08 / 1.60e+08 3.83e+07 / 3.95e+07 5.30e+07 / 5.89e+07 2.24 / 2.05 Steel_3_2_60 1.41e+08 / 1.41e+08 2.79e+07 / 2.79e+07 4.58e+07 / 4.88e+07 2.47 / 2.32 Steel_3_2_61 8.45e+07 / 8.80e+07 1.17e+07 / 1.17e+07 2.71e+07 / 2.82e+07 2.69 / 2.71 Steel_3_2_62 1.30e+08 / 1.30e+08 1.35e+07 / 1.35e+07 2.59e+07 / 2.96e+07 4.48 / 3.93 Steel_3_2_63 1.12e+08 / 1.12e+08 2.13e+07 / 2.04e+07 4.08e+07 / 4.22e+07 2.22 / 2.18 Steel_3_2_64 1.36e+08 / 8.55e+07 3.08e+07 / 2.57e+07 3.93e+07 / 4.00e+07 2.68 / 1.49 Steel_3_2_65 1.44e+08 / 1.41e+08 2.77e+07 / 2.77e+07 4.91e+07 / 5.21e+07 2.37 / 2.18 Steel_3_2_66 1.19e+08 / 1.18e+08 2.54e+07 / 2.53e+07 4.64e+07 / 4.85e+07 2.02 / 1.90 Steel_3_2_67 6.86e+07 / 7.56e+07 7.24e+06 / 7.29e+06 1.86e+07 / 1.88e+07 3.31 / 3.63 Steel_3_2_68 1.31e+08 / 1.31e+08 3.89e+07 / 3.89e+07 6.05e+07 / 6.23e+07 1.51 / 1.48 Steel_3_2_69 1.22e+08 / 1.32e+08 3.32e+07 / 3.34e+07 5.15e+07 / 5.68e+07 1.73 / 1.73 Steel_3_2_70 4.16e+07 / 4.15e+07 5.77e+06 / 5.78e+06 1.81e+07 / 1.80e+07 1.98 / 1.98 Steel_3_2_71 1.51e+08 / 1.49e+08 3.95e+07 / 3.96e+07 5.37e+07 / 5.94e+07 2.07 / 1.83 Steel_3_2_72 1.45e+08 / 1.24e+08 3.44e+07 / 3.37e+07 5.31e+07 / 5.69e+07 2.09 / 1.59 Steel_3_2_73 4.32e+07 / 4.27e+07 6.55e+06 / 6.56e+06 1.67e+07 / 1.78e+07 2.19 / 2.04 Steel_3_2_74 7.46e+07 / 6.43e+07 8.51e+06 / 8.36e+06 2.12e+07 / 2.09e+07 3.12 / 2.68 Steel_3_2_75 6.84e+07 / 7.74e+07 9.89e+06 / 9.97e+06 2.31e+07 / 2.37e+07 2.54 / 2.84
A-77 Steel_3_2_76 4.91e+07 / 4.37e+07 4.98e+06 / 4.89e+06 1.39e+07 / 1.46e+07 3.17 / 2.65 Steel_3_2_77 2.54e+07 / 2.48e+07 1.66e+06 / 1.66e+06 7.01e+06 / 7.30e+06 3.39 / 3.17 Steel_3_2_78 1.45e+07 / 1.45e+07 3.10e+06 / 3.10e+06 9.00e+06 / 9.77e+06 1.26 / 1.17 Steel_3_2_79 8.06e+07 / 7.99e+07 1.60e+07 / 1.60e+07 3.76e+07 / 3.76e+07 1.72 / 1.70 Steel_3_2_80 2.92e+07 / 4.21e+07 2.63e+06 / 2.56e+06 8.69e+06 / 8.30e+06 3.05 / 4.77 Steel_3_2_81 1.40e+08 / 1.41e+08 4.36e+07 / 4.37e+07 6.87e+07 / 7.19e+07 1.40 / 1.35 Steel_3_2_82 9.12e+07 / 9.07e+07 1.08e+07 / 1.08e+07 2.32e+07 / 2.42e+07 3.47 / 3.29 Steel_3_2_83 1.23e+08 / 1.09e+08 1.92e+07 / 1.87e+07 4.23e+07 / 4.20e+07 2.44 / 2.14 Steel_3_2_84 5.22e+07 / 9.81e+07 1.21e+07 / 1.50e+07 2.45e+07 / 2.89e+07 1.64 / 2.88 Steel_3_2_85 1.21e+08 / 1.21e+08 1.97e+07 / 1.97e+07 3.33e+07 / 3.59e+07 3.03 / 2.81 Steel_3_2_86 1.05e+08 / 1.18e+08 2.83e+07 / 2.85e+07 4.94e+07 / 5.24e+07 1.55 / 1.71 Steel_3_2_87 1.18e+08 / 1.17e+08 1.56e+07 / 1.56e+07 3.12e+07 / 3.11e+07 3.27 / 3.28 Steel_3_2_88 8.51e+07 / 9.21e+07 1.63e+07 / 1.64e+07 2.80e+07 / 3.07e+07 2.45 / 2.46 Steel_3_2_89 1.75e+08 / 1.73e+08 3.06e+07 / 3.05e+07 4.22e+07 / 4.90e+07 3.43 / 2.91 Steel_3_2_90 1.65e+08 / 1.61e+08 2.82e+07 / 2.81e+07 4.35e+07 / 4.60e+07 3.15 / 2.88 Steel_3_2_91 1.89e+07 / 1.90e+07 4.08e+06 / 4.09e+06 1.35e+07 / 1.38e+07 1.10 / 1.08 Steel_3_2_92 6.98e+07 / 6.82e+07 6.02e+06 / 5.91e+06 1.65e+07 / 1.71e+07 3.87 / 3.64 Steel_3_2_93 1.59e+08 / 1.59e+08 3.38e+07 / 3.38e+07 4.42e+07 / 4.73e+07 2.83 / 2.65 Steel_3_2_94 1.08e+08 / 1.08e+08 1.90e+07 / 1.91e+07 4.05e+07 / 4.20e+07 2.21 / 2.12 Steel_3_2_95 3.64e+07 / 3.63e+07 3.70e+06 / 3.70e+06 1.17e+07 / 1.21e+07 2.79 / 2.70 Steel_3_2_96 1.75e+08 / 1.75e+08 3.23e+07 / 3.22e+07 4.10e+07 / 4.73e+07 3.47 / 3.01 Steel_3_2_97 1.52e+08 / 1.50e+08 3.18e+07 / 3.18e+07 4.54e+07 / 4.93e+07 2.64 / 2.40 Steel_3_2_98 3.36e+07 / 4.03e+07 2.87e+06 / 2.99e+06 9.74e+06 / 9.65e+06 3.15 / 3.87 Steel_3_2_99 2.78e+07 / 2.66e+07 1.49e+06 / 1.48e+06 6.26e+06 / 6.89e+06 4.21 / 3.65 Steel_3_2_100 1.45e+08 / 1.41e+08 2.28e+07 / 2.27e+07 4.00e+07 / 4.13e+07 3.06 / 2.87
A-78 A.3.3.2 Negative Region Table 31 - Strength I Flexure â Negative SLG Demands & Rating - Three-Span Steel Suite 1 Bridge ID Fn (-) [psi] Int/Ext Factored DC1 + DC2 (-) [psi] Int/Ext Factored LL (-) [psi] Int/Ext St1 Inventory Rating (-) Int/Ext Steel_3_1_1 4.10e+04 / 4.34e+04 -8.67e+03 / -1.61e+04 -1.18e+04 / -2.71e+04 2.74 / 1.01 Steel_3_1_2 2.85e+04 / 2.87e+04 -1.00e+04 / -9.90e+03 -1.85e+04 / -1.88e+04 1.00 / 1.00 Steel_3_1_3 3.82e+04 / 4.90e+04 -1.87e+04 / -1.66e+04 -1.89e+04 / -1.92e+04 1.03 / 1.69 Steel_3_1_4 4.88e+04 / 4.92e+04 -1.74e+04 / -1.70e+04 -3.14e+04 / -3.22e+04 1.00 / 1.00 Steel_3_1_5 4.10e+04 / 4.16e+04 -1.92e+04 / -1.89e+04 -2.18e+04 / -2.27e+04 1.00 / 1.00 Steel_3_1_6 4.25e+04 / 4.27e+04 -1.26e+04 / -1.25e+04 -1.11e+04 / -1.28e+04 2.69 / 2.36 Steel_3_1_7 2.81e+04 / 3.86e+04 -1.20e+04 / -1.08e+04 -1.61e+04 / -1.57e+04 1.00 / 1.77 Steel_3_1_8 4.65e+04 / 4.20e+04 -8.89e+03 / -8.91e+03 -1.25e+04 / -1.47e+04 3.00 / 2.25 Steel_3_1_9 4.19e+04 / 3.68e+04 -1.33e+04 / -1.42e+04 -2.07e+04 / -2.26e+04 1.38 / 1.00 Steel_3_1_10 3.54e+04 / 3.54e+04 -1.20e+04 / -1.19e+04 -1.99e+04 / -2.09e+04 1.17 / 1.13 Steel_3_1_11 4.62e+04 / 3.54e+04 -8.30e+03 / -8.07e+03 -1.83e+04 / -1.64e+04 2.07 / 1.66 Steel_3_1_12 3.70e+04 / 4.46e+04 -9.89e+03 / -8.07e+03 -1.31e+04 / -1.24e+04 2.08 / 2.95 Steel_3_1_13 3.60e+04 / 4.74e+04 -1.27e+04 / -1.04e+04 -1.89e+04 / -1.84e+04 1.23 / 2.01 Steel_3_1_14 4.51e+04 / 4.51e+04 -1.14e+04 / -1.14e+04 -1.11e+04 / -1.36e+04 3.03 / 2.48 Steel_3_1_15 4.26e+04 / 4.25e+04 -1.13e+04 / -1.23e+04 -1.22e+04 / -1.43e+04 2.58 / 2.11 Steel_3_1_16 4.04e+04 / 4.04e+04 -1.23e+04 / -1.22e+04 -1.43e+04 / -1.53e+04 1.96 / 1.85 Steel_3_1_17 4.95e+04 / 4.82e+04 -1.07e+04 / -1.15e+04 -1.43e+04 / -1.59e+04 2.72 / 2.32 Steel_3_1_18 4.07e+04 / 3.08e+04 -8.78e+03 / -9.45e+03 -1.56e+04 / -1.70e+04 2.04 / 1.25 Steel_3_1_19 4.14e+04 / 4.23e+04 -1.47e+04 / -1.00e+04 -1.56e+04 / -1.08e+04 1.72 / 2.97 Steel_3_1_20 3.58e+04 / 3.58e+04 -1.37e+04 / -1.36e+04 -2.11e+04 / -2.10e+04 1.04 / 1.06 Steel_3_1_21 3.83e+04 / 3.84e+04 -1.31e+04 / -1.28e+04 -2.12e+04 / -2.13e+04 1.19 / 1.20 Steel_3_1_22 4.39e+04 / 4.55e+04 -8.79e+03 / -9.79e+03 -1.32e+04 / -1.41e+04 2.67 / 2.54 Steel_3_1_23 4.36e+04 / 4.35e+04 -9.11e+03 / -1.17e+04 -9.73e+03 / -1.35e+04 3.55 / 2.36 Steel_3_1_24 4.75e+04 / 4.79e+04 -9.78e+03 / -9.61e+03 -1.61e+04 / -1.61e+04 2.34 / 2.38 Steel_3_1_25 3.99e+04 / 4.43e+04 -1.49e+04 / -1.40e+04 -1.55e+04 / -1.67e+04 1.61 / 1.81 Steel_3_1_26 4.56e+04 / 4.01e+04 -1.70e+04 / -1.74e+04 -1.88e+04 / -2.04e+04 1.52 / 1.12 Steel_3_1_27 4.24e+04 / 3.94e+04 -1.25e+04 / -1.27e+04 -1.50e+04 / -1.63e+04 2.00 / 1.64 Steel_3_1_28 3.36e+04 / 3.31e+04 -1.15e+04 / -1.13e+04 -1.56e+04 / -1.66e+04 1.42 / 1.32 Steel_3_1_29 4.31e+04 / 4.00e+04 -1.30e+04 / -1.32e+04 -1.59e+04 / -1.75e+04 1.90 / 1.53 Steel_3_1_30 3.75e+04 / 4.39e+04 -9.69e+03 / -7.99e+03 -1.19e+04 / -1.08e+04 2.33 / 3.31 Steel_3_1_31 3.90e+04 / 4.75e+04 -8.79e+03 / -9.90e+03 -1.30e+04 / -1.85e+04 2.32 / 2.03 Steel_3_1_32 3.51e+04 / 3.48e+04 -1.31e+04 / -1.29e+04 -2.20e+04 / -2.19e+04 1.00 / 1.00 Steel_3_1_33 4.09e+04 / 4.10e+04 -9.73e+03 / -9.65e+03 -1.33e+04 / -1.40e+04 2.35 / 2.25 Steel_3_1_34 3.98e+04 / 3.99e+04 -1.70e+04 / -1.67e+04 -2.19e+04 / -2.20e+04 1.04 / 1.05 Steel_3_1_35 4.11e+04 / 4.12e+04 -1.04e+04 / -1.03e+04 -1.29e+04 / -1.44e+04 2.37 / 2.15 Steel_3_1_36 3.18e+04 / 3.22e+04 -1.26e+04 / -1.24e+04 -1.92e+04 / -1.98e+04 1.00 / 1.00 Steel_3_1_37 3.95e+04 / 3.96e+04 -1.52e+04 / -1.49e+04 -1.98e+04 / -2.05e+04 1.23 / 1.20 Steel_3_1_38 4.12e+04 / 4.14e+04 -1.08e+04 / -1.07e+04 -1.35e+04 / -1.39e+04 2.26 / 2.20 Steel_3_1_39 4.25e+04 / 4.27e+04 -1.51e+04 / -1.50e+04 -1.26e+04 / -1.42e+04 2.17 / 1.95 Steel_3_1_40 4.05e+04 / 4.06e+04 -1.59e+04 / -1.56e+04 -1.97e+04 / -2.05e+04 1.25 / 1.22 Steel_3_1_41 3.65e+04 / 3.72e+04 -1.48e+04 / -1.45e+04 -2.17e+04 / -2.27e+04 1.00 / 1.00
A-79 Steel_3_1_42 3.80e+04 / 3.81e+04 -1.02e+04 / -1.01e+04 -1.50e+04 / -1.56e+04 1.86 / 1.80 Steel_3_1_43 4.08e+04 / 4.09e+04 -1.29e+04 / -1.28e+04 -1.26e+04 / -1.38e+04 2.22 / 2.03 Steel_3_1_44 3.13e+04 / 3.16e+04 -1.30e+04 / -1.28e+04 -1.83e+04 / -1.88e+04 1.00 / 1.00 Steel_3_1_45 4.33e+04 / 4.16e+04 -1.66e+04 / -1.65e+04 -1.45e+04 / -1.62e+04 1.84 / 1.55 Steel_3_1_46 3.41e+04 / 4.94e+04 -1.25e+04 / -5.85e+03 -1.52e+04 / -6.82e+03 1.42 / 6.39 Steel_3_1_47 3.95e+04 / 3.96e+04 -7.38e+03 / -7.37e+03 -1.13e+04 / -1.27e+04 2.85 / 2.54 Steel_3_1_48 4.59e+04 / 3.32e+04 -7.70e+03 / -8.94e+03 -1.58e+04 / -1.77e+04 2.41 / 1.37 Steel_3_1_49 3.66e+04 / 4.51e+04 -9.60e+03 / -8.77e+03 -1.51e+04 / -1.46e+04 1.79 / 2.49 Steel_3_1_50 4.22e+04 / 4.49e+04 -2.02e+04 / -1.73e+04 -2.04e+04 / -1.82e+04 1.08 / 1.52 Steel_3_1_51 4.03e+04 / 4.30e+04 -1.49e+04 / -1.44e+04 -1.76e+04 / -1.85e+04 1.45 / 1.55 Steel_3_1_52 3.87e+04 / 3.87e+04 -1.23e+04 / -1.22e+04 -1.67e+04 / -1.78e+04 1.58 / 1.49 Steel_3_1_53 3.48e+04 / 4.89e+04 -1.47e+04 / -1.78e+04 -2.01e+04 / -3.11e+04 1.00 / 1.00 Steel_3_1_54 3.78e+04 / 3.80e+04 -1.37e+04 / -1.35e+04 -1.92e+04 / -2.05e+04 1.26 / 1.19 Steel_3_1_55 3.95e+04 / 3.98e+04 -1.02e+04 / -1.02e+04 -1.53e+04 / -1.59e+04 1.92 / 1.86 Steel_3_1_56 4.57e+04 / 4.41e+04 -1.09e+04 / -1.10e+04 -1.24e+04 / -1.44e+04 2.80 / 2.30 Steel_3_1_57 4.71e+04 / 4.15e+04 -1.95e+04 / -1.68e+04 -2.76e+04 / -2.46e+04 1.00 / 1.00 Steel_3_1_58 4.46e+04 / 4.65e+04 -9.76e+03 / -9.50e+03 -1.88e+04 / -1.89e+04 1.85 / 1.96 Steel_3_1_59 3.59e+04 / 4.77e+04 -1.06e+04 / -8.01e+03 -1.51e+04 / -1.38e+04 1.68 / 2.88 Steel_3_1_60 3.52e+04 / 3.95e+04 -1.45e+04 / -1.54e+04 -2.01e+04 / -2.41e+04 1.03 / 1.00 Steel_3_1_61 3.90e+04 / 3.92e+04 -1.43e+04 / -1.42e+04 -1.60e+04 / -1.79e+04 1.54 / 1.40 Steel_3_1_62 4.14e+04 / 4.25e+04 -1.25e+04 / -1.23e+04 -1.43e+04 / -1.51e+04 2.03 / 2.00 Steel_3_1_63 4.69e+04 / 4.57e+04 -1.05e+04 / -1.06e+04 -1.66e+04 / -1.81e+04 2.19 / 1.94 Steel_3_1_64 4.44e+04 / 3.69e+04 -1.43e+04 / -1.73e+04 -1.59e+04 / -1.71e+04 1.89 / 1.15 Steel_3_1_65 3.26e+04 / 4.89e+04 -1.35e+04 / -1.13e+04 -1.61e+04 / -1.57e+04 1.18 / 2.40 Steel_3_1_66 4.92e+04 / 4.22e+04 -1.89e+04 / -1.98e+04 -2.03e+04 / -2.24e+04 1.49 / 1.00 Steel_3_1_67 4.22e+04 / 4.78e+04 -1.78e+04 / -1.70e+04 -1.89e+04 / -1.99e+04 1.29 / 1.55 Steel_3_1_68 4.06e+04 / 3.98e+04 -7.56e+03 / -7.63e+03 -1.24e+04 / -1.30e+04 2.67 / 2.48 Steel_3_1_69 4.44e+04 / 3.58e+04 -1.41e+04 / -1.60e+04 -1.68e+04 / -1.98e+04 1.81 / 1.00 Steel_3_1_70 4.12e+04 / 4.63e+04 -1.41e+04 / -1.34e+04 -1.48e+04 / -1.54e+04 1.84 / 2.14 Steel_3_1_71 4.83e+04 / 5.00e+04 -2.27e+04 / -6.57e+03 -2.56e+04 / -5.79e+03 1.00 / 7.50 Steel_3_1_72 4.76e+04 / 4.89e+04 -2.09e+04 / -2.03e+04 -2.67e+04 / -2.86e+04 1.00 / 1.00 Steel_3_1_73 3.52e+04 / 4.74e+04 -9.26e+03 / -8.23e+03 -1.58e+04 / -1.54e+04 1.65 / 2.55 Steel_3_1_74 3.00e+04 / 4.76e+04 -9.13e+03 / -7.68e+03 -1.39e+04 / -1.29e+04 1.51 / 3.10 Steel_3_1_75 4.10e+04 / 4.12e+04 -8.40e+03 / -8.37e+03 -1.22e+04 / -1.41e+04 2.66 / 2.33 Steel_3_1_76 3.48e+04 / 3.50e+04 -1.25e+04 / -1.23e+04 -2.19e+04 / -2.18e+04 1.02 / 1.04 Steel_3_1_77 3.79e+04 / 4.40e+04 -1.69e+04 / -1.56e+04 -1.63e+04 / -1.75e+04 1.29 / 1.62 Steel_3_1_78 4.70e+04 / 4.71e+04 -1.39e+04 / -1.37e+04 -1.94e+04 / -1.99e+04 1.70 / 1.68 Steel_3_1_79 3.84e+04 / 4.35e+04 -1.34e+04 / -1.27e+04 -1.73e+04 / -1.77e+04 1.44 / 1.74 Steel_3_1_80 4.85e+04 / 3.75e+04 -1.22e+04 / -1.40e+04 -1.70e+04 / -2.03e+04 2.14 / 1.16 Steel_3_1_81 4.72e+04 / 3.71e+04 -1.14e+04 / -1.16e+04 -1.80e+04 / -1.96e+04 1.99 / 1.30 Steel_3_1_82 4.20e+04 / 4.40e+04 -7.98e+03 / -7.81e+03 -1.21e+04 / -1.38e+04 2.81 / 2.62 Steel_3_1_83 4.02e+04 / 4.03e+04 -1.20e+04 / -1.18e+04 -1.39e+04 / -1.49e+04 2.02 / 1.92 Steel_3_1_84 4.28e+04 / 4.00e+04 -1.52e+04 / -1.55e+04 -1.47e+04 / -1.65e+04 1.88 / 1.49 Steel_3_1_85 4.40e+04 / 4.41e+04 -9.28e+03 / -9.26e+03 -1.20e+04 / -1.42e+04 2.89 / 2.45 Steel_3_1_86 4.53e+04 / 4.25e+04 -1.54e+04 / -1.53e+04 -1.80e+04 / -1.91e+04 1.65 / 1.43 Steel_3_1_87 3.33e+04 / 4.97e+04 -9.72e+03 / -7.33e+03 -1.66e+04 / -1.30e+04 1.42 / 3.26 Steel_3_1_88 4.37e+04 / 4.67e+04 -1.13e+04 / -1.02e+04 -1.71e+04 / -1.78e+04 1.89 / 2.04 Steel_3_1_89 4.02e+04 / 4.08e+04 -9.66e+03 / -9.53e+03 -1.15e+04 / -1.19e+04 2.65 / 2.63
A-80 Steel_3_1_90 4.47e+04 / 4.48e+04 -1.01e+04 / -1.01e+04 -1.32e+04 / -1.47e+04 2.63 / 2.36 Steel_3_1_91 3.64e+04 / 4.87e+04 -1.19e+04 / -1.09e+04 -1.62e+04 / -1.60e+04 1.51 / 2.36 Steel_3_1_92 4.36e+04 / 4.14e+04 -1.24e+04 / -1.24e+04 -1.68e+04 / -1.79e+04 1.86 / 1.62 Steel_3_1_93 3.65e+04 / 4.39e+04 -9.82e+03 / -9.14e+03 -1.44e+04 / -1.41e+04 1.86 / 2.47 Steel_3_1_94 4.30e+04 / 3.76e+04 -9.42e+03 / -9.45e+03 -1.30e+04 / -1.44e+04 2.59 / 1.95 Steel_3_1_95 4.10e+04 / 4.60e+04 -1.92e+04 / -2.04e+04 -2.18e+04 / -2.56e+04 1.00 / 1.00 Steel_3_1_96 3.48e+04 / 3.58e+04 -1.47e+04 / -1.44e+04 -2.01e+04 / -2.14e+04 1.00 / 1.00 Steel_3_1_97 4.37e+04 / 3.76e+04 -1.10e+04 / -1.16e+04 -1.67e+04 / -1.84e+04 1.96 / 1.41 Steel_3_1_98 4.57e+04 / 3.88e+04 -1.52e+04 / -1.62e+04 -1.59e+04 / -1.82e+04 1.92 / 1.24 Steel_3_1_99 4.03e+04 / 4.03e+04 -1.58e+04 / -1.56e+04 -1.44e+04 / -1.61e+04 1.70 / 1.54 Steel_3_1_100 4.24e+04 / 4.34e+04 -1.60e+04 / -1.24e+04 -1.73e+04 / -1.45e+04 1.53 / 2.14 Table 32 - Strength I Flexure â Negative SLG Demands & Rating - Three-Span Steel Suite 2 Bridge ID Fn (-) [psi] Int/Ext Factored DC1 + DC2 (-) [psi] Int/Ext Factored LL (-) [psi] Int/Ext St1 Inventory Rating (-) Int/Ext Steel_3_2_1 3.29e+04 / 3.31e+04 -1.25e+04 / -1.23e+04 -2.04e+04 / -2.08e+04 1.00 / 1.00 Steel_3_2_2 2.99e+04 / 3.13e+04 -1.19e+04 / -1.17e+04 -1.81e+04 / -1.96e+04 1.00 / 1.00 Steel_3_2_3 3.74e+04 / 3.82e+04 -1.59e+04 / -1.55e+04 -2.16e+04 / -2.27e+04 1.00 / 1.00 Steel_3_2_4 4.71e+04 / 3.54e+04 -1.25e+04 / -1.39e+04 -1.71e+04 / -2.15e+04 2.03 / 1.00 Steel_3_2_5 4.47e+04 / 4.47e+04 -7.27e+03 / -7.26e+03 -1.27e+04 / -1.46e+04 2.95 / 2.57 Steel_3_2_6 4.70e+04 / 4.82e+04 -1.09e+04 / -1.06e+04 -1.97e+04 / -1.99e+04 1.83 / 1.89 Steel_3_2_7 4.80e+04 / 3.15e+04 -8.61e+03 / -9.87e+03 -1.74e+04 / -1.94e+04 2.27 / 1.11 Steel_3_2_8 3.68e+04 / 3.69e+04 -1.36e+04 / -1.35e+04 -1.55e+04 / -1.70e+04 1.50 / 1.38 Steel_3_2_9 3.50e+04 / 4.49e+04 -1.63e+04 / -1.25e+04 -1.33e+04 / -1.42e+04 1.40 / 2.28 Steel_3_2_10 3.68e+04 / 3.64e+04 -8.47e+03 / -8.45e+03 -1.30e+04 / -1.34e+04 2.17 / 2.08 Steel_3_2_11 3.94e+04 / 3.95e+04 -1.58e+04 / -1.56e+04 -1.90e+04 / -1.98e+04 1.24 / 1.21 Steel_3_2_12 3.66e+04 / 3.71e+04 -1.44e+04 / -1.42e+04 -2.22e+04 / -2.30e+04 1.00 / 1.00 Steel_3_2_13 4.33e+04 / 4.35e+04 -1.36e+04 / -1.35e+04 -1.27e+04 / -1.42e+04 2.34 / 2.11 Steel_3_2_14 4.91e+04 / 3.64e+04 -1.35e+04 / -1.66e+04 -1.66e+04 / -1.98e+04 2.14 / 1.00 Steel_3_2_15 4.63e+04 / 3.78e+04 -8.96e+03 / -9.38e+03 -1.56e+04 / -1.65e+04 2.39 / 1.72 Steel_3_2_16 3.58e+04 / 3.60e+04 -8.38e+03 / -8.33e+03 -1.31e+04 / -1.37e+04 2.10 / 2.02 Steel_3_2_17 4.35e+04 / 4.02e+04 -9.72e+03 / -1.01e+04 -1.68e+04 / -1.84e+04 2.01 / 1.64 Steel_3_2_18 4.50e+04 / 3.76e+04 -1.47e+04 / -1.56e+04 -1.69e+04 / -1.92e+04 1.79 / 1.14 Steel_3_2_19 4.63e+04 / 3.52e+04 -1.26e+04 / -1.41e+04 -1.58e+04 / -1.81e+04 2.13 / 1.16 Steel_3_2_20 4.50e+04 / 4.38e+04 -9.86e+03 / -9.95e+03 -1.08e+04 / -1.26e+04 3.25 / 2.68 Steel_3_2_21 3.93e+04 / 4.81e+04 -1.30e+04 / -1.86e+04 -1.35e+04 / -2.95e+04 1.94 / 1.00 Steel_3_2_22 3.46e+04 / 4.37e+04 -1.36e+04 / -1.23e+04 -1.89e+04 / -1.93e+04 1.12 / 1.63 Steel_3_2_23 3.73e+04 / 5.00e+04 -1.61e+04 / -7.50e+03 -2.12e+04 / -8.99e+03 1.00 / 4.73 Steel_3_2_24 5.00e+04 / 4.77e+04 -1.62e+04 / -1.68e+04 -1.77e+04 / -2.02e+04 1.91 / 1.53 Steel_3_2_25 4.64e+04 / 4.02e+04 -1.32e+04 / -1.37e+04 -1.61e+04 / -1.78e+04 2.06 / 1.49 Steel_3_2_26 4.84e+04 / 3.83e+04 -9.77e+03 / -1.05e+04 -1.65e+04 / -1.77e+04 2.33 / 1.57 Steel_3_2_27 4.64e+04 / 4.29e+04 -1.76e+04 / -1.75e+04 -1.74e+04 / -1.93e+04 1.66 / 1.31 Steel_3_2_28 4.33e+04 / 3.19e+04 -1.05e+04 / -1.15e+04 -1.84e+04 / -2.04e+04 1.78 / 1.00 Steel_3_2_29 4.28e+04 / 4.30e+04 -1.26e+04 / -1.25e+04 -1.34e+04 / -1.41e+04 2.24 / 2.15 Steel_3_2_30 3.41e+04 / 4.91e+04 -1.43e+04 / -1.12e+04 -1.98e+04 / -1.90e+04 1.00 / 2.00
A-81 Steel_3_2_31 4.34e+04 / 4.25e+04 -1.07e+04 / -1.07e+04 -1.23e+04 / -1.41e+04 2.66 / 2.26 Steel_3_2_32 4.11e+04 / 4.13e+04 -9.82e+03 / -9.71e+03 -1.27e+04 / -1.37e+04 2.45 / 2.31 Steel_3_2_33 3.36e+04 / 3.50e+04 -1.33e+04 / -1.32e+04 -1.89e+04 / -2.05e+04 1.07 / 1.07 Steel_3_2_34 3.20e+04 / 3.20e+04 -7.09e+03 / -7.06e+03 -1.25e+04 / -1.22e+04 2.00 / 2.05 Steel_3_2_35 3.63e+04 / 3.66e+04 -1.48e+04 / -1.45e+04 -2.15e+04 / -2.20e+04 1.00 / 1.01 Steel_3_2_36 4.59e+04 / 3.68e+04 -9.70e+03 / -1.04e+04 -1.46e+04 / -1.59e+04 2.48 / 1.66 Steel_3_2_37 4.03e+04 / 4.61e+04 -1.64e+04 / -1.55e+04 -1.93e+04 / -2.01e+04 1.24 / 1.52 Steel_3_2_38 4.78e+04 / 3.97e+04 -1.43e+04 / -1.51e+04 -1.60e+04 / -1.76e+04 2.09 / 1.39 Steel_3_2_39 3.91e+04 / 3.91e+04 -1.20e+04 / -1.19e+04 -1.63e+04 / -1.76e+04 1.65 / 1.54 Steel_3_2_40 3.67e+04 / 4.63e+04 -9.08e+03 / -7.44e+03 -1.19e+04 / -1.13e+04 2.31 / 3.43 Steel_3_2_41 4.22e+04 / 4.02e+04 -1.21e+04 / -1.20e+04 -1.75e+04 / -1.80e+04 1.73 / 1.57 Steel_3_2_42 4.20e+04 / 4.34e+04 -8.78e+03 / -9.15e+03 -1.13e+04 / -1.32e+04 2.93 / 2.60 Steel_3_2_43 4.07e+04 / 4.03e+04 -1.48e+04 / -1.46e+04 -1.49e+04 / -1.64e+04 1.74 / 1.57 Steel_3_2_44 4.97e+04 / 4.21e+04 -1.47e+04 / -1.73e+04 -1.79e+04 / -2.18e+04 1.96 / 1.13 Steel_3_2_45 3.23e+04 / 3.26e+04 -1.39e+04 / -1.38e+04 -1.77e+04 / -1.88e+04 1.04 / 1.00 Steel_3_2_46 4.16e+04 / 4.17e+04 -1.51e+04 / -1.49e+04 -1.59e+04 / -1.73e+04 1.67 / 1.55 Steel_3_2_47 4.43e+04 / 4.50e+04 -1.85e+04 / -8.75e+03 -2.58e+04 / -1.21e+04 1.00 / 2.99 Steel_3_2_48 4.51e+04 / 3.90e+04 -1.70e+04 / -1.78e+04 -1.99e+04 / -2.12e+04 1.41 / 1.00 Steel_3_2_49 3.64e+04 / 3.67e+04 -8.04e+03 / -7.97e+03 -1.42e+04 / -1.40e+04 1.99 / 2.05 Steel_3_2_50 3.82e+04 / 4.43e+04 -1.06e+04 / -1.01e+04 -1.69e+04 / -1.71e+04 1.64 / 1.99 Steel_3_2_51 3.54e+04 / 3.55e+04 -1.40e+04 / -1.39e+04 -2.00e+04 / -2.13e+04 1.07 / 1.01 Steel_3_2_52 4.17e+04 / 4.19e+04 -1.05e+04 / -1.05e+04 -1.13e+04 / -1.25e+04 2.75 / 2.51 Steel_3_2_53 3.57e+04 / 3.60e+04 -8.03e+03 / -7.97e+03 -1.00e+04 / -1.10e+04 2.76 / 2.55 Steel_3_2_54 3.75e+04 / 5.00e+04 -7.60e+03 / -5.68e+03 -1.26e+04 / -9.40e+03 2.38 / 4.71 Steel_3_2_55 2.94e+04 / 2.94e+04 -8.09e+03 / -8.06e+03 -1.27e+04 / -1.30e+04 1.67 / 1.64 Steel_3_2_56 4.01e+04 / 4.71e+04 -1.66e+04 / -1.55e+04 -1.93e+04 / -1.88e+04 1.22 / 1.68 Steel_3_2_57 3.63e+04 / 4.58e+04 -1.47e+04 / -1.23e+04 -2.16e+04 / -2.10e+04 1.00 / 1.59 Steel_3_2_58 4.14e+04 / 4.44e+04 -9.68e+03 / -9.42e+03 -1.29e+04 / -1.38e+04 2.46 / 2.53 Steel_3_2_59 4.48e+04 / 4.19e+04 -1.70e+04 / -1.60e+04 -1.66e+04 / -1.70e+04 1.68 / 1.51 Steel_3_2_60 4.08e+04 / 4.10e+04 -1.37e+04 / -1.36e+04 -1.61e+04 / -1.73e+04 1.68 / 1.59 Steel_3_2_61 4.33e+04 / 4.79e+04 -1.08e+04 / -1.02e+04 -1.76e+04 / -1.79e+04 1.84 / 2.11 Steel_3_2_62 4.04e+04 / 4.04e+04 -8.36e+03 / -8.32e+03 -1.15e+04 / -1.31e+04 2.79 / 2.45 Steel_3_2_63 3.87e+04 / 4.75e+04 -1.39e+04 / -1.44e+04 -1.82e+04 / -2.15e+04 1.36 / 1.54 Steel_3_2_64 4.12e+04 / 4.83e+04 -1.53e+04 / -2.25e+04 -1.37e+04 / -2.58e+04 1.88 / 1.00 Steel_3_2_65 4.48e+04 / 4.12e+04 -1.38e+04 / -1.38e+04 -1.70e+04 / -1.83e+04 1.83 / 1.50 Steel_3_2_66 4.70e+04 / 4.45e+04 -1.53e+04 / -1.51e+04 -1.86e+04 / -1.99e+04 1.70 / 1.48 Steel_3_2_67 3.17e+04 / 4.71e+04 -8.95e+03 / -7.88e+03 -1.53e+04 / -1.45e+04 1.48 / 2.71 Steel_3_2_68 4.09e+04 / 4.10e+04 -1.87e+04 / -1.84e+04 -1.99e+04 / -2.06e+04 1.12 / 1.10 Steel_3_2_69 3.86e+04 / 4.60e+04 -1.77e+04 / -1.64e+04 -1.87e+04 / -1.99e+04 1.12 / 1.49 Steel_3_2_70 3.16e+04 / 3.14e+04 -1.20e+04 / -1.18e+04 -1.96e+04 / -1.96e+04 1.00 / 1.00 Steel_3_2_71 4.04e+04 / 3.93e+04 -1.67e+04 / -1.68e+04 -1.62e+04 / -1.81e+04 1.46 / 1.24 Steel_3_2_72 4.92e+04 / 3.82e+04 -1.57e+04 / -1.73e+04 -1.72e+04 / -2.05e+04 1.95 / 1.02 Steel_3_2_73 3.22e+04 / 3.36e+04 -1.36e+04 / -1.34e+04 -1.86e+04 / -2.01e+04 1.00 / 1.01 Steel_3_2_74 5.00e+04 / 4.95e+04 -9.45e+03 / -1.05e+04 -1.54e+04 / -1.72e+04 2.64 / 2.27 Steel_3_2_75 3.55e+04 / 4.63e+04 -1.18e+04 / -1.01e+04 -1.80e+04 / -1.71e+04 1.32 / 2.12 Steel_3_2_76 5.00e+04 / 4.63e+04 -9.30e+03 / -9.54e+03 -1.41e+04 / -1.60e+04 2.88 / 2.30 Steel_3_2_77 3.89e+04 / 3.90e+04 -6.95e+03 / -6.92e+03 -1.14e+04 / -1.19e+04 2.81 / 2.69 Steel_3_2_78 4.66e+04 / 4.85e+04 -2.23e+04 / -2.15e+04 -2.43e+04 / -2.71e+04 1.00 / 1.00
A-82 Steel_3_2_79 3.77e+04 / 3.78e+04 -1.45e+04 / -1.44e+04 -2.31e+04 / -2.34e+04 1.00 / 1.00 Steel_3_2_80 4.66e+04 / 5.00e+04 -9.24e+03 / -6.75e+03 -1.18e+04 / -9.58e+03 3.17 / 4.52 Steel_3_2_81 4.12e+04 / 4.13e+04 -1.93e+04 / -1.89e+04 -2.06e+04 / -2.17e+04 1.07 / 1.04 Steel_3_2_82 4.54e+04 / 4.46e+04 -9.57e+03 / -9.53e+03 -1.44e+04 / -1.52e+04 2.48 / 2.31 Steel_3_2_83 4.91e+04 / 4.70e+04 -1.17e+04 / -1.25e+04 -1.83e+04 / -2.01e+04 2.04 / 1.72 Steel_3_2_84 4.82e+04 / 4.31e+04 -1.96e+04 / -1.16e+04 -2.87e+04 / -1.57e+04 1.00 / 2.00 Steel_3_2_85 4.47e+04 / 4.50e+04 -1.20e+04 / -1.19e+04 -1.45e+04 / -1.57e+04 2.26 / 2.11 Steel_3_2_86 3.87e+04 / 4.77e+04 -1.77e+04 / -1.58e+04 -2.10e+04 / -2.09e+04 1.00 / 1.53 Steel_3_2_87 3.87e+04 / 3.88e+04 -1.02e+04 / -1.01e+04 -1.46e+04 / -1.46e+04 1.95 / 1.96 Steel_3_2_88 3.71e+04 / 4.26e+04 -1.44e+04 / -1.31e+04 -1.63e+04 / -1.71e+04 1.39 / 1.72 Steel_3_2_89 4.46e+04 / 4.32e+04 -1.22e+04 / -1.23e+04 -1.24e+04 / -1.46e+04 2.60 / 2.11 Steel_3_2_90 4.43e+04 / 4.11e+04 -1.21e+04 / -1.23e+04 -1.37e+04 / -1.48e+04 2.36 / 1.95 Steel_3_2_91 4.87e+04 / 4.90e+04 -1.97e+04 / -1.90e+04 -2.91e+04 / -3.00e+04 1.00 / 1.00 Steel_3_2_92 3.50e+04 / 3.57e+04 -7.70e+03 / -7.47e+03 -1.37e+04 / -1.46e+04 1.99 / 1.93 Steel_3_2_93 4.25e+04 / 4.27e+04 -1.43e+04 / -1.42e+04 -1.36e+04 / -1.45e+04 2.08 / 1.96 Steel_3_2_94 3.91e+04 / 3.92e+04 -1.31e+04 / -1.29e+04 -1.91e+04 / -1.99e+04 1.36 / 1.32 Steel_3_2_95 2.99e+04 / 3.15e+04 -9.99e+03 / -9.83e+03 -1.46e+04 / -1.52e+04 1.36 / 1.43 Steel_3_2_96 4.18e+04 / 4.20e+04 -1.29e+04 / -1.28e+04 -1.19e+04 / -1.37e+04 2.43 / 2.12 Steel_3_2_97 4.23e+04 / 4.09e+04 -1.44e+04 / -1.45e+04 -1.46e+04 / -1.60e+04 1.92 / 1.65 Steel_3_2_98 3.51e+04 / 4.92e+04 -8.39e+03 / -6.72e+03 -1.20e+04 / -9.90e+03 2.22 / 4.29 Steel_3_2_99 4.74e+04 / 3.93e+04 -5.15e+03 / -5.82e+03 -9.22e+03 / -1.10e+04 4.58 / 3.05 Steel_3_2_100 4.42e+04 / 4.05e+04 -1.16e+04 / -1.17e+04 -1.46e+04 / -1.54e+04 2.24 / 1.87
A-83 A.3.4 Strength I Shear â SLG Demands and Ratings Table 33 - Strength I Shear âSLG Demands & Rating - Three-Span Steel Suite 1 Bridge ID Vn [lb.] Int/Ext Factored DC1 + DC2 [lb.] Int/Ext Factored LL [lb.] Int/Ext St1V Inventory Rating Int/Ext Steel_3_1_1 1.78e+05 / 1.63e+05 2.92e+04 / 2.83e+04 1.44e+05 / 1.20e+05 1.03 / 1.13 Steel_3_1_2 2.48e+05 / 2.14e+05 4.96e+04 / 4.96e+04 1.95e+05 / 1.60e+05 1.02 / 1.02 Steel_3_1_3 4.78e+05 / 4.17e+05 1.43e+05 / 1.45e+05 3.21e+05 / 2.59e+05 1.04 / 1.05 Steel_3_1_4 2.37e+05 / 1.98e+05 3.66e+04 / 3.70e+04 1.97e+05 / 1.58e+05 1.02 / 1.02 Steel_3_1_5 4.89e+05 / 4.21e+05 1.55e+05 / 1.56e+05 3.20e+05 / 2.52e+05 1.04 / 1.05 Steel_3_1_6 3.56e+05 / 3.21e+05 1.10e+05 / 1.10e+05 2.37e+05 / 2.02e+05 1.04 / 1.04 Steel_3_1_7 2.88e+05 / 3.21e+05 4.66e+04 / 4.70e+04 2.36e+05 / 1.93e+05 1.02 / 1.42 Steel_3_1_8 8.89e+05 / 1.85e+05 5.23e+04 / 5.02e+04 1.56e+05 / 1.31e+05 5.37 / 1.03 Steel_3_1_9 3.61e+05 / 3.10e+05 9.30e+04 / 9.28e+04 2.61e+05 / 2.11e+05 1.03 / 1.03 Steel_3_1_10 2.49e+05 / 2.15e+05 5.33e+04 / 5.33e+04 1.91e+05 / 1.57e+05 1.03 / 1.03 Steel_3_1_11 2.06e+05 / 1.75e+05 4.37e+04 / 4.27e+04 1.59e+05 / 1.29e+05 1.02 / 1.03 Steel_3_1_12 1.86e+05 / 1.60e+05 3.15e+04 / 3.18e+04 1.52e+05 / 1.23e+05 1.02 / 1.04 Steel_3_1_13 2.71e+05 / 2.41e+05 6.95e+04 / 7.04e+04 1.96e+05 / 1.62e+05 1.03 / 1.05 Steel_3_1_14 7.52e+05 / 7.57e+05 9.74e+04 / 9.74e+04 1.96e+05 / 1.76e+05 3.34 / 3.75 Steel_3_1_15 3.35e+05 / 2.89e+05 1.20e+05 / 1.15e+05 2.03e+05 / 1.66e+05 1.06 / 1.05 Steel_3_1_16 3.29e+05 / 2.86e+05 9.80e+04 / 9.80e+04 2.22e+05 / 1.80e+05 1.04 / 1.05 Steel_3_1_17 9.15e+05 / 9.03e+05 8.60e+04 / 8.42e+04 2.86e+05 / 2.35e+05 2.90 / 3.48 Steel_3_1_18 2.24e+05 / 1.93e+05 5.61e+04 / 5.59e+04 1.64e+05 / 1.34e+05 1.02 / 1.03 Steel_3_1_19 4.18e+05 / 3.84e+05 1.23e+05 / 1.40e+05 2.87e+05 / 2.34e+05 1.03 / 1.05 Steel_3_1_20 3.85e+05 / 3.25e+05 8.91e+04 / 8.93e+04 2.88e+05 / 2.28e+05 1.03 / 1.03 Steel_3_1_21 3.56e+05 / 3.03e+05 8.82e+04 / 8.83e+04 2.60e+05 / 2.07e+05 1.03 / 1.04 Steel_3_1_22 2.14e+05 / 1.54e+06 5.91e+04 / 6.38e+04 1.51e+05 / 1.30e+05 1.02 / 11.37 Steel_3_1_23 3.50e+05 / 2.89e+05 1.20e+05 / 1.06e+05 2.21e+05 / 1.76e+05 1.04 / 1.03 Steel_3_1_24 3.48e+05 / 2.84e+05 6.69e+04 / 6.69e+04 2.58e+05 / 2.11e+05 1.09 / 1.03 Steel_3_1_25 3.72e+05 / 3.30e+05 1.15e+05 / 1.15e+05 2.50e+05 / 2.06e+05 1.03 / 1.04 Steel_3_1_26 4.72e+05 / 4.08e+05 1.41e+05 / 1.41e+05 3.21e+05 / 2.56e+05 1.03 / 1.04 Steel_3_1_27 3.68e+05 / 3.22e+05 1.07e+05 / 1.07e+05 2.52e+05 / 2.08e+05 1.03 / 1.03 Steel_3_1_28 2.24e+05 / 1.92e+05 4.64e+04 / 4.65e+04 1.71e+05 / 1.41e+05 1.04 / 1.03 Steel_3_1_29 3.66e+05 / 3.24e+05 1.06e+05 / 1.06e+05 2.50e+05 / 2.08e+05 1.04 / 1.05 Steel_3_1_30 1.83e+05 / 1.50e+05 2.93e+04 / 2.96e+04 1.50e+05 / 1.17e+05 1.02 / 1.03 Steel_3_1_31 1.54e+05 / 1.38e+05 2.57e+04 / 2.69e+04 1.25e+05 / 1.04e+05 1.02 / 1.07 Steel_3_1_32 3.31e+05 / 2.78e+05 7.15e+04 / 7.16e+04 2.52e+05 / 1.99e+05 1.03 / 1.04 Steel_3_1_33 2.50e+05 / 2.13e+05 5.51e+04 / 5.52e+04 1.90e+05 / 1.53e+05 1.03 / 1.03 Steel_3_1_34 4.67e+05 / 4.01e+05 1.41e+05 / 1.42e+05 3.14e+05 / 2.48e+05 1.04 / 1.05 Steel_3_1_35 2.67e+05 / 2.39e+05 8.65e+04 / 8.65e+04 1.75e+05 / 1.48e+05 1.03 / 1.03 Steel_3_1_36 2.51e+05 / 2.14e+05 4.93e+04 / 4.94e+04 1.96e+05 / 1.59e+05 1.03 / 1.04 Steel_3_1_37 4.08e+05 / 3.54e+05 1.19e+05 / 1.19e+05 2.79e+05 / 2.25e+05 1.04 / 1.04 Steel_3_1_38 3.03e+05 / 2.60e+05 8.42e+04 / 8.42e+04 2.12e+05 / 1.68e+05 1.03 / 1.04 Steel_3_1_39 3.84e+05 / 3.40e+05 1.35e+05 / 1.35e+05 2.38e+05 / 1.94e+05 1.05 / 1.06 Steel_3_1_40 4.31e+05 / 3.78e+05 1.37e+05 / 1.38e+05 2.85e+05 / 2.32e+05 1.03 / 1.04 Steel_3_1_41 3.70e+05 / 3.19e+05 9.29e+04 / 9.31e+04 2.68e+05 / 2.16e+05 1.04 / 1.04
A-84 Steel_3_1_42 2.75e+05 / 2.39e+05 7.63e+04 / 7.63e+04 1.92e+05 / 1.56e+05 1.03 / 1.04 Steel_3_1_43 3.55e+05 / 3.16e+05 1.19e+05 / 1.19e+05 2.29e+05 / 1.90e+05 1.03 / 1.04 Steel_3_1_44 3.34e+05 / 2.82e+05 6.15e+04 / 6.15e+04 2.66e+05 / 2.14e+05 1.03 / 1.03 Steel_3_1_45 4.54e+05 / 4.04e+05 1.49e+05 / 1.49e+05 2.96e+05 / 2.45e+05 1.03 / 1.04 Steel_3_1_46 2.63e+05 / 5.88e+05 4.59e+04 / 6.11e+04 2.13e+05 / 1.66e+05 1.02 / 3.16 Steel_3_1_47 1.60e+05 / 1.60e+05 3.05e+04 / 3.05e+04 1.24e+05 / 1.09e+05 1.04 / 1.18 Steel_3_1_48 2.08e+05 / 1.80e+05 4.50e+04 / 4.46e+04 1.58e+05 / 1.31e+05 1.03 / 1.04 Steel_3_1_49 2.48e+05 / 2.11e+05 6.66e+04 / 6.70e+04 1.77e+05 / 1.40e+05 1.02 / 1.03 Steel_3_1_50 5.13e+05 / 4.41e+05 1.56e+05 / 1.54e+05 3.46e+05 / 2.76e+05 1.03 / 1.04 Steel_3_1_51 4.18e+05 / 3.69e+05 1.25e+05 / 1.25e+05 2.81e+05 / 2.32e+05 1.04 / 1.05 Steel_3_1_52 3.29e+05 / 2.91e+05 9.58e+04 / 9.59e+04 2.25e+05 / 1.87e+05 1.04 / 1.04 Steel_3_1_53 2.63e+05 / 2.23e+05 5.53e+04 / 5.53e+04 2.03e+05 / 1.64e+05 1.02 / 1.02 Steel_3_1_54 3.44e+05 / 3.04e+05 9.56e+04 / 9.58e+04 2.38e+05 / 1.96e+05 1.04 / 1.06 Steel_3_1_55 2.44e+05 / 2.07e+05 5.79e+04 / 5.80e+04 1.82e+05 / 1.46e+05 1.02 / 1.02 Steel_3_1_56 2.96e+05 / 2.71e+05 1.00e+05 / 9.99e+04 1.89e+05 / 1.65e+05 1.03 / 1.04 Steel_3_1_57 2.25e+05 / 1.94e+05 3.58e+04 / 3.65e+04 1.86e+05 / 1.53e+05 1.02 / 1.03 Steel_3_1_58 2.72e+05 / 2.37e+05 6.62e+04 / 6.63e+04 1.99e+05 / 1.64e+05 1.03 / 1.04 Steel_3_1_59 2.16e+05 / 1.89e+05 3.70e+04 / 3.74e+04 1.75e+05 / 1.44e+05 1.03 / 1.05 Steel_3_1_60 3.54e+05 / 3.07e+05 8.45e+04 / 8.60e+04 2.63e+05 / 2.14e+05 1.03 / 1.03 Steel_3_1_61 3.54e+05 / 3.12e+05 1.03e+05 / 1.03e+05 2.45e+05 / 2.03e+05 1.03 / 1.03 Steel_3_1_62 3.29e+05 / 2.87e+05 1.03e+05 / 1.03e+05 2.16e+05 / 1.74e+05 1.04 / 1.05 Steel_3_1_63 2.70e+05 / 2.38e+05 7.24e+04 / 7.24e+04 1.92e+05 / 1.59e+05 1.03 / 1.04 Steel_3_1_64 4.03e+05 / 2.57e+06 1.25e+05 / 1.35e+05 2.68e+05 / 2.22e+05 1.04 / 11.00 Steel_3_1_65 3.75e+05 / 3.26e+05 8.52e+04 / 8.62e+04 2.80e+05 / 2.31e+05 1.03 / 1.04 Steel_3_1_66 5.18e+05 / 4.49e+05 1.73e+05 / 1.73e+05 3.32e+05 / 2.64e+05 1.04 / 1.05 Steel_3_1_67 4.43e+05 / 3.92e+05 1.49e+05 / 1.49e+05 2.80e+05 / 2.28e+05 1.05 / 1.06 Steel_3_1_68 2.29e+05 / 1.97e+05 4.51e+04 / 4.51e+04 1.81e+05 / 1.49e+05 1.02 / 1.02 Steel_3_1_69 4.15e+05 / 3.58e+05 1.03e+05 / 1.02e+05 3.00e+05 / 2.47e+05 1.04 / 1.03 Steel_3_1_70 4.10e+05 / 3.63e+05 1.22e+05 / 1.23e+05 2.78e+05 / 2.29e+05 1.04 / 1.05 Steel_3_1_71 3.12e+05 / 5.82e+05 5.03e+04 / 7.18e+04 2.57e+05 / 1.84e+05 1.02 / 2.77 Steel_3_1_72 2.75e+05 / 2.32e+05 4.09e+04 / 4.06e+04 2.31e+05 / 1.88e+05 1.01 / 1.02 Steel_3_1_73 2.16e+05 / 1.88e+05 5.03e+04 / 5.06e+04 1.60e+05 / 1.31e+05 1.04 / 1.04 Steel_3_1_74 2.61e+05 / 2.23e+05 4.96e+04 / 5.01e+04 2.08e+05 / 1.69e+05 1.02 / 1.02 Steel_3_1_75 2.38e+05 / 2.18e+05 6.51e+04 / 6.51e+04 1.69e+05 / 1.50e+05 1.02 / 1.02 Steel_3_1_76 3.02e+05 / 2.55e+05 7.02e+04 / 7.03e+04 2.26e+05 / 1.79e+05 1.03 / 1.03 Steel_3_1_77 4.27e+05 / 3.79e+05 1.32e+05 / 1.33e+05 2.87e+05 / 2.38e+05 1.03 / 1.04 Steel_3_1_78 4.17e+05 / 3.59e+05 1.10e+05 / 1.11e+05 2.96e+05 / 2.37e+05 1.04 / 1.05 Steel_3_1_79 3.88e+05 / 3.44e+05 1.04e+05 / 1.04e+05 2.72e+05 / 2.25e+05 1.04 / 1.07 Steel_3_1_80 3.50e+05 / 3.09e+05 1.03e+05 / 1.02e+05 2.41e+05 / 2.01e+05 1.03 / 1.03 Steel_3_1_81 7.03e+05 / 2.40e+05 5.58e+04 / 5.48e+04 2.20e+05 / 1.77e+05 2.94 / 1.04 Steel_3_1_82 2.28e+05 / 2.12e+05 6.37e+04 / 6.38e+04 1.60e+05 / 1.44e+05 1.02 / 1.03 Steel_3_1_83 3.51e+05 / 3.07e+05 9.72e+04 / 9.72e+04 2.48e+05 / 2.04e+05 1.02 / 1.03 Steel_3_1_84 3.84e+05 / 3.38e+05 1.35e+05 / 1.35e+05 2.38e+05 / 1.93e+05 1.04 / 1.05 Steel_3_1_85 2.36e+05 / 2.19e+05 7.41e+04 / 7.40e+04 1.58e+05 / 1.40e+05 1.03 / 1.03 Steel_3_1_86 4.24e+05 / 3.77e+05 1.38e+05 / 1.38e+05 2.76e+05 / 2.28e+05 1.04 / 1.05 Steel_3_1_87 2.78e+05 / 5.00e+05 4.96e+04 / 5.20e+04 2.24e+05 / 1.83e+05 1.02 / 2.45 Steel_3_1_88 3.33e+05 / 2.13e+05 5.23e+04 / 5.22e+04 1.88e+05 / 1.56e+05 1.50 / 1.03 Steel_3_1_89 3.08e+05 / 2.65e+05 7.49e+04 / 7.49e+04 2.27e+05 / 1.83e+05 1.03 / 1.04
A-85 Steel_3_1_90 2.62e+05 / 2.34e+05 7.66e+04 / 7.66e+04 1.79e+05 / 1.52e+05 1.03 / 1.04 Steel_3_1_91 3.19e+05 / 8.28e+05 7.58e+04 / 7.77e+04 2.37e+05 / 1.96e+05 1.02 / 3.83 Steel_3_1_92 3.56e+05 / 3.15e+05 1.04e+05 / 1.04e+05 2.44e+05 / 2.03e+05 1.03 / 1.04 Steel_3_1_93 2.52e+05 / 2.15e+05 7.08e+04 / 7.12e+04 1.77e+05 / 1.39e+05 1.03 / 1.03 Steel_3_1_94 1.28e+06 / 2.38e+05 7.13e+04 / 6.81e+04 2.07e+05 / 1.65e+05 5.83 / 1.03 Steel_3_1_95 4.99e+05 / 4.40e+05 1.66e+05 / 1.69e+05 3.20e+05 / 2.57e+05 1.04 / 1.05 Steel_3_1_96 3.51e+05 / 3.04e+05 8.35e+04 / 8.37e+04 2.59e+05 / 2.11e+05 1.03 / 1.04 Steel_3_1_97 3.21e+05 / 2.82e+05 8.80e+04 / 8.77e+04 2.27e+05 / 1.88e+05 1.03 / 1.03 Steel_3_1_98 4.55e+05 / 4.00e+05 1.30e+05 / 1.30e+05 3.13e+05 / 2.59e+05 1.04 / 1.04 Steel_3_1_99 4.36e+05 / 3.86e+05 1.37e+05 / 1.37e+05 2.91e+05 / 2.41e+05 1.03 / 1.03 Steel_3_1_100 3.15e+05 / 2.81e+05 1.14e+05 / 1.12e+05 1.92e+05 / 1.61e+05 1.05 / 1.05 Table 34 - Strength I Shear âSLG Demands & Rating - Three-Span Steel Suite 2 Bridge ID Vn [lb.] Int/Ext Factored DC1 + DC2 [lb.] Int/Ext Factored LL [lb.] Int/Ext St1V Inventory Rating Int/Ext Steel_3_2_1 3.11e+05 / 2.65e+05 6.58e+04 / 6.59e+04 2.38e+05 / 1.92e+05 1.03 / 1.04 Steel_3_2_2 2.64e+05 / 2.31e+05 6.51e+04 / 6.52e+04 1.93e+05 / 1.61e+05 1.03 / 1.04 Steel_3_2_3 3.89e+05 / 3.37e+05 1.08e+05 / 1.08e+05 2.74e+05 / 2.21e+05 1.02 / 1.03 Steel_3_2_4 1.07e+06 / 2.40e+05 7.34e+04 / 7.08e+04 1.98e+05 / 1.65e+05 5.01 / 1.03 Steel_3_2_5 1.90e+05 / 1.77e+05 5.22e+04 / 5.22e+04 1.35e+05 / 1.22e+05 1.02 / 1.02 Steel_3_2_6 3.24e+05 / 2.79e+05 7.75e+04 / 7.77e+04 2.39e+05 / 1.95e+05 1.03 / 1.04 Steel_3_2_7 2.50e+05 / 2.18e+05 5.44e+04 / 5.41e+04 1.88e+05 / 1.56e+05 1.04 / 1.05 Steel_3_2_8 3.83e+05 / 3.36e+05 9.77e+04 / 9.79e+04 2.79e+05 / 2.31e+05 1.02 / 1.03 Steel_3_2_9 2.64e+06 / 3.05e+05 1.19e+05 / 1.09e+05 2.37e+05 / 1.90e+05 10.65 / 1.03 Steel_3_2_10 1.96e+05 / 1.71e+05 3.31e+04 / 3.31e+04 1.57e+05 / 1.30e+05 1.04 / 1.06 Steel_3_2_11 4.53e+05 / 3.94e+05 1.27e+05 / 1.28e+05 3.16e+05 / 2.55e+05 1.03 / 1.04 Steel_3_2_12 3.28e+05 / 2.80e+05 8.25e+04 / 8.27e+04 2.37e+05 / 1.89e+05 1.03 / 1.04 Steel_3_2_13 3.57e+05 / 3.17e+05 1.22e+05 / 1.22e+05 2.26e+05 / 1.86e+05 1.04 / 1.05 Steel_3_2_14 4.45e+05 / 3.69e+05 9.97e+04 / 9.89e+04 3.26e+05 / 2.62e+05 1.06 / 1.03 Steel_3_2_15 2.75e+05 / 2.39e+05 7.09e+04 / 7.07e+04 1.99e+05 / 1.63e+05 1.03 / 1.03 Steel_3_2_16 1.82e+05 / 1.71e+05 3.64e+04 / 3.64e+04 1.42e+05 / 1.16e+05 1.02 / 1.16 Steel_3_2_17 2.58e+05 / 2.24e+05 6.24e+04 / 6.23e+04 1.89e+05 / 1.56e+05 1.04 / 1.04 Steel_3_2_18 4.23e+05 / 3.69e+05 1.16e+05 / 1.16e+05 2.98e+05 / 2.44e+05 1.03 / 1.04 Steel_3_2_19 4.01e+05 / 3.43e+05 9.11e+04 / 9.07e+04 2.99e+05 / 2.45e+05 1.04 / 1.03 Steel_3_2_20 3.03e+05 / 2.76e+05 8.46e+04 / 8.44e+04 2.13e+05 / 1.87e+05 1.02 / 1.03 Steel_3_2_21 1.94e+06 / 2.51e+05 8.48e+04 / 7.27e+04 2.07e+05 / 1.72e+05 8.98 / 1.03 Steel_3_2_22 3.19e+05 / 3.39e+05 9.01e+04 / 9.09e+04 2.22e+05 / 1.84e+05 1.03 / 1.35 Steel_3_2_23 2.73e+05 / 5.72e+05 6.51e+04 / 9.81e+04 2.01e+05 / 1.63e+05 1.03 / 2.90 Steel_3_2_24 7.99e+05 / 4.16e+05 1.46e+05 / 1.42e+05 3.19e+05 / 2.56e+05 2.05 / 1.07 Steel_3_2_25 3.70e+05 / 3.29e+05 1.17e+05 / 1.17e+05 2.41e+05 / 2.00e+05 1.05 / 1.07 Steel_3_2_26 3.17e+05 / 2.77e+05 6.73e+04 / 6.71e+04 2.43e+05 / 2.00e+05 1.03 / 1.05 Steel_3_2_27 5.41e+05 / 4.01e+05 1.54e+05 / 1.52e+05 2.88e+05 / 2.38e+05 1.34 / 1.05 Steel_3_2_28 2.75e+05 / 2.38e+05 6.14e+04 / 6.12e+04 2.08e+05 / 1.72e+05 1.02 / 1.03 Steel_3_2_29 3.44e+05 / 3.00e+05 1.10e+05 / 1.10e+05 2.24e+05 / 1.80e+05 1.04 / 1.05 Steel_3_2_30 2.98e+05 / 2.63e+05 7.89e+04 / 7.99e+04 2.12e+05 / 1.76e+05 1.03 / 1.04
A-86 Steel_3_2_31 2.88e+05 / 2.66e+05 9.97e+04 / 9.95e+04 1.82e+05 / 1.60e+05 1.03 / 1.04 Steel_3_2_32 2.28e+05 / 1.95e+05 4.62e+04 / 4.62e+04 1.77e+05 / 1.44e+05 1.03 / 1.03 Steel_3_2_33 3.07e+05 / 2.69e+05 7.29e+04 / 7.30e+04 2.27e+05 / 1.88e+05 1.03 / 1.04 Steel_3_2_34 1.84e+05 / 1.65e+05 3.21e+04 / 3.22e+04 1.49e+05 / 1.19e+05 1.02 / 1.12 Steel_3_2_35 2.71e+05 / 2.29e+05 6.15e+04 / 6.16e+04 2.05e+05 / 1.62e+05 1.02 / 1.04 Steel_3_2_36 3.27e+05 / 2.86e+05 7.18e+04 / 7.16e+04 2.48e+05 / 2.06e+05 1.03 / 1.04 Steel_3_2_37 4.31e+05 / 3.77e+05 1.29e+05 / 1.30e+05 2.89e+05 / 2.35e+05 1.04 / 1.05 Steel_3_2_38 4.63e+05 / 4.05e+05 1.22e+05 / 1.22e+05 3.28e+05 / 2.68e+05 1.04 / 1.06 Steel_3_2_39 3.24e+05 / 2.86e+05 9.20e+04 / 9.21e+04 2.26e+05 / 1.88e+05 1.03 / 1.03 Steel_3_2_40 1.93e+05 / 1.71e+05 3.30e+04 / 3.32e+04 1.58e+05 / 1.28e+05 1.01 / 1.07 Steel_3_2_41 3.81e+05 / 3.30e+05 9.22e+04 / 9.23e+04 2.81e+05 / 2.30e+05 1.03 / 1.03 Steel_3_2_42 2.82e+05 / 2.52e+05 8.29e+04 / 8.06e+04 1.91e+05 / 1.66e+05 1.04 / 1.04 Steel_3_2_43 4.13e+05 / 3.65e+05 1.23e+05 / 1.23e+05 2.80e+05 / 2.32e+05 1.03 / 1.04 Steel_3_2_44 7.99e+05 / 4.17e+05 1.58e+05 / 1.48e+05 3.22e+05 / 2.54e+05 1.99 / 1.06 Steel_3_2_45 3.94e+05 / 3.42e+05 9.00e+04 / 9.01e+04 2.95e+05 / 2.41e+05 1.03 / 1.04 Steel_3_2_46 3.85e+05 / 3.43e+05 1.35e+05 / 1.35e+05 2.40e+05 / 1.99e+05 1.04 / 1.05 Steel_3_2_47 2.46e+05 / 2.57e+05 3.53e+04 / 3.56e+04 2.07e+05 / 1.63e+05 1.02 / 1.35 Steel_3_2_48 4.98e+05 / 4.27e+05 1.49e+05 / 1.48e+05 3.40e+05 / 2.69e+05 1.03 / 1.04 Steel_3_2_49 2.06e+05 / 1.72e+05 4.07e+04 / 4.07e+04 1.63e+05 / 1.28e+05 1.02 / 1.02 Steel_3_2_50 3.00e+05 / 2.64e+05 7.77e+04 / 7.80e+04 2.14e+05 / 1.78e+05 1.04 / 1.05 Steel_3_2_51 2.81e+05 / 2.40e+05 6.01e+04 / 6.02e+04 2.15e+05 / 1.75e+05 1.02 / 1.03 Steel_3_2_52 3.19e+05 / 2.82e+05 8.59e+04 / 8.59e+04 2.28e+05 / 1.91e+05 1.02 / 1.03 Steel_3_2_53 2.02e+05 / 1.78e+05 3.27e+04 / 3.27e+04 1.66e+05 / 1.41e+05 1.02 / 1.03 Steel_3_2_54 1.86e+05 / 5.19e+05 2.97e+04 / 3.17e+04 1.54e+05 / 1.25e+05 1.02 / 3.89 Steel_3_2_55 1.77e+05 / 1.71e+05 3.60e+04 / 3.60e+04 1.38e+05 / 1.11e+05 1.02 / 1.22 Steel_3_2_56 4.91e+05 / 4.16e+05 1.31e+05 / 1.32e+05 3.50e+05 / 2.74e+05 1.03 / 1.04 Steel_3_2_57 2.96e+05 / 2.58e+05 7.22e+04 / 7.28e+04 2.16e+05 / 1.75e+05 1.03 / 1.06 Steel_3_2_58 2.71e+05 / 2.43e+05 8.23e+04 / 8.24e+04 1.84e+05 / 1.56e+05 1.03 / 1.03 Steel_3_2_59 4.58e+05 / 4.05e+05 1.49e+05 / 1.48e+05 3.00e+05 / 2.48e+05 1.03 / 1.04 Steel_3_2_60 3.58e+05 / 3.16e+05 1.17e+05 / 1.17e+05 2.34e+05 / 1.92e+05 1.03 / 1.04 Steel_3_2_61 3.11e+05 / 2.72e+05 7.53e+04 / 7.56e+04 2.28e+05 / 1.89e+05 1.03 / 1.04 Steel_3_2_62 2.52e+05 / 2.34e+05 7.04e+04 / 7.03e+04 1.78e+05 / 1.60e+05 1.02 / 1.02 Steel_3_2_63 3.80e+05 / 3.39e+05 1.08e+05 / 1.10e+05 2.64e+05 / 2.20e+05 1.03 / 1.04 Steel_3_2_64 4.04e+05 / 3.61e+05 1.26e+05 / 1.24e+05 2.67e+05 / 2.27e+05 1.04 / 1.05 Steel_3_2_65 3.73e+05 / 3.32e+05 1.18e+05 / 1.18e+05 2.44e+05 / 2.03e+05 1.05 / 1.06 Steel_3_2_66 4.62e+05 / 3.49e+05 1.22e+05 / 1.22e+05 2.65e+05 / 2.15e+05 1.28 / 1.06 Steel_3_2_67 2.38e+05 / 2.04e+05 5.35e+04 / 5.39e+04 1.79e+05 / 1.44e+05 1.03 / 1.04 Steel_3_2_68 5.17e+05 / 4.45e+05 1.55e+05 / 1.56e+05 3.47e+05 / 2.74e+05 1.04 / 1.05 Steel_3_2_69 4.28e+05 / 3.80e+05 1.44e+05 / 1.45e+05 2.75e+05 / 2.25e+05 1.04 / 1.04 Steel_3_2_70 2.84e+05 / 2.39e+05 5.61e+04 / 5.62e+04 2.22e+05 / 1.77e+05 1.03 / 1.03 Steel_3_2_71 4.32e+05 / 3.85e+05 1.44e+05 / 1.44e+05 2.74e+05 / 2.27e+05 1.05 / 1.06 Steel_3_2_72 7.65e+05 / 4.01e+05 1.47e+05 / 1.44e+05 3.02e+05 / 2.48e+05 2.04 / 1.04 Steel_3_2_73 2.78e+05 / 2.41e+05 5.58e+04 / 5.59e+04 2.17e+05 / 1.80e+05 1.02 / 1.03 Steel_3_2_74 5.04e+05 / 5.14e+05 6.83e+04 / 6.67e+04 2.50e+05 / 2.01e+05 1.74 / 2.23 Steel_3_2_75 3.23e+05 / 2.79e+05 7.02e+04 / 7.08e+04 2.48e+05 / 2.03e+05 1.02 / 1.03 Steel_3_2_76 5.99e+05 / 1.73e+05 4.82e+04 / 4.72e+04 1.50e+05 / 1.23e+05 3.68 / 1.03 Steel_3_2_77 1.37e+05 / 1.20e+05 2.27e+04 / 2.27e+04 1.12e+05 / 9.47e+04 1.02 / 1.02 Steel_3_2_78 2.96e+05 / 2.53e+05 4.31e+04 / 4.30e+04 2.49e+05 / 2.06e+05 1.01 / 1.02
A-87 Steel_3_2_79 3.73e+05 / 3.18e+05 9.21e+04 / 9.23e+04 2.69e+05 / 2.13e+05 1.05 / 1.06 Steel_3_2_80 2.89e+05 / 2.18e+05 3.37e+04 / 3.94e+04 2.08e+05 / 1.70e+05 1.23 / 1.05 Steel_3_2_81 4.98e+05 / 4.34e+05 1.68e+05 / 1.69e+05 3.18e+05 / 2.54e+05 1.03 / 1.04 Steel_3_2_82 2.88e+05 / 2.50e+05 7.02e+04 / 7.02e+04 2.12e+05 / 1.74e+05 1.03 / 1.03 Steel_3_2_83 4.47e+05 / 3.24e+05 1.02e+05 / 9.97e+04 2.64e+05 / 2.13e+05 1.31 / 1.05 Steel_3_2_84 2.79e+05 / 2.39e+05 7.93e+04 / 8.48e+04 1.95e+05 / 1.49e+05 1.03 / 1.04 Steel_3_2_85 3.52e+05 / 3.09e+05 1.00e+05 / 1.01e+05 2.45e+05 / 2.02e+05 1.02 / 1.03 Steel_3_2_86 4.27e+05 / 3.76e+05 1.33e+05 / 1.34e+05 2.84e+05 / 2.28e+05 1.04 / 1.06 Steel_3_2_87 2.87e+05 / 2.43e+05 7.91e+04 / 7.91e+04 1.99e+05 / 1.56e+05 1.04 / 1.05 Steel_3_2_88 3.81e+05 / 3.34e+05 9.44e+04 / 9.50e+04 2.81e+05 / 2.32e+05 1.02 / 1.03 Steel_3_2_89 3.15e+05 / 2.90e+05 1.16e+05 / 1.16e+05 1.92e+05 / 1.67e+05 1.03 / 1.04 Steel_3_2_90 3.35e+05 / 2.94e+05 1.12e+05 / 1.11e+05 2.16e+05 / 1.75e+05 1.03 / 1.04 Steel_3_2_91 2.80e+05 / 2.33e+05 4.77e+04 / 4.76e+04 2.26e+05 / 1.79e+05 1.03 / 1.04 Steel_3_2_92 6.03e+05 / 1.65e+05 4.73e+04 / 4.64e+04 1.40e+05 / 1.16e+05 3.97 / 1.03 Steel_3_2_93 3.69e+05 / 3.21e+05 1.29e+05 / 1.29e+05 2.32e+05 / 1.84e+05 1.03 / 1.04 Steel_3_2_94 3.70e+05 / 3.24e+05 1.01e+05 / 1.01e+05 2.62e+05 / 2.15e+05 1.03 / 1.04 Steel_3_2_95 1.87e+05 / 1.59e+05 3.89e+04 / 3.89e+04 1.45e+05 / 1.17e+05 1.02 / 1.02 Steel_3_2_96 3.49e+05 / 3.18e+05 1.21e+05 / 1.20e+05 2.22e+05 / 1.91e+05 1.03 / 1.04 Steel_3_2_97 3.62e+05 / 3.18e+05 1.28e+05 / 1.28e+05 2.26e+05 / 1.82e+05 1.04 / 1.05 Steel_3_2_98 2.06e+05 / 5.62e+05 3.21e+04 / 3.36e+04 1.71e+05 / 1.37e+05 1.02 / 3.86 Steel_3_2_99 2.58e+05 / 1.57e+05 2.18e+04 / 2.16e+04 1.02e+05 / 9.03e+04 2.32 / 1.50 Steel_3_2_100 3.26e+05 / 2.82e+05 1.01e+05 / 1.01e+05 2.17e+05 / 1.74e+05 1.03 / 1.04
A-88 A.3.5 Service II â SLG Demands and Ratings A.3.5.1 Positive Region Table 35 â Service II â Positive SLG Demands & Rating - Three-Span Steel Suite 1 Bridge ID Fn (+) [psi] Int/Ext Factored DC1 + DC2 (+) [psi] Int/Ext Factored LL (+) [psi] Int/Ext Sv2 Inventory Rating (+) Int/Ext Steel_3_1_1 4.75e+04 / 4.75e+04 5.54e+03 / 7.10e+03 1.19e+04 / 1.84e+04 3.54 / 2.19 Steel_3_1_2 4.75e+04 / 4.75e+04 6.40e+03 / 6.32e+03 1.46e+04 / 1.49e+04 2.81 / 2.76 Steel_3_1_3 4.75e+04 / 4.75e+04 1.19e+04 / 1.06e+04 1.33e+04 / 1.35e+04 2.68 / 2.73 Steel_3_1_4 4.75e+04 / 4.75e+04 8.63e+03 / 7.84e+03 2.41e+04 / 2.32e+04 1.61 / 1.71 Steel_3_1_5 4.75e+04 / 4.75e+04 1.23e+04 / 1.21e+04 1.53e+04 / 1.60e+04 2.30 / 2.22 Steel_3_1_6 4.75e+04 / 4.75e+04 8.06e+03 / 8.01e+03 7.83e+03 / 9.01e+03 5.04 / 4.38 Steel_3_1_7 4.75e+04 / 4.75e+04 7.71e+03 / 6.93e+03 1.34e+04 / 1.31e+04 2.98 / 3.11 Steel_3_1_8 4.75e+04 / 4.75e+04 5.68e+03 / 5.69e+03 8.84e+03 / 1.04e+04 4.73 / 4.02 Steel_3_1_9 4.75e+04 / 4.75e+04 8.50e+03 / 9.05e+03 1.43e+04 / 1.56e+04 2.74 / 2.47 Steel_3_1_10 4.75e+04 / 4.75e+04 7.66e+03 / 7.59e+03 1.53e+04 / 1.60e+04 2.61 / 2.50 Steel_3_1_11 4.75e+04 / 4.75e+04 4.41e+03 / 5.16e+03 1.12e+04 / 1.25e+04 3.85 / 3.40 Steel_3_1_12 4.75e+04 / 4.75e+04 6.32e+03 / 5.12e+03 1.32e+04 / 1.25e+04 3.13 / 3.39 Steel_3_1_13 4.75e+04 / 4.75e+04 8.12e+03 / 6.65e+03 1.31e+04 / 1.27e+04 3.01 / 3.21 Steel_3_1_14 4.75e+04 / 4.75e+04 7.25e+03 / 7.25e+03 7.81e+03 / 9.55e+03 5.15 / 4.21 Steel_3_1_15 4.75e+04 / 4.75e+04 7.18e+03 / 7.84e+03 8.60e+03 / 1.01e+04 4.69 / 3.92 Steel_3_1_16 4.75e+04 / 4.75e+04 7.84e+03 / 7.77e+03 1.00e+04 / 1.07e+04 3.95 / 3.72 Steel_3_1_17 4.75e+04 / 4.75e+04 6.82e+03 / 7.31e+03 9.84e+03 / 1.09e+04 4.14 / 3.67 Steel_3_1_18 4.75e+04 / 4.75e+04 5.62e+03 / 6.05e+03 1.10e+04 / 1.19e+04 3.82 / 3.47 Steel_3_1_19 4.75e+04 / 4.75e+04 9.38e+03 / 6.40e+03 1.10e+04 / 7.63e+03 3.48 / 5.39 Steel_3_1_20 4.75e+04 / 4.75e+04 8.76e+03 / 8.67e+03 1.45e+04 / 1.45e+04 2.66 / 2.68 Steel_3_1_21 4.75e+04 / 4.75e+04 8.34e+03 / 8.20e+03 1.46e+04 / 1.47e+04 2.68 / 2.68 Steel_3_1_22 4.75e+04 / 4.75e+04 5.61e+03 / 6.25e+03 9.07e+03 / 9.70e+03 4.62 / 4.25 Steel_3_1_23 4.75e+04 / 4.75e+04 5.81e+03 / 7.47e+03 6.86e+03 / 9.48e+03 6.08 / 4.22 Steel_3_1_24 4.75e+04 / 4.75e+04 6.25e+03 / 6.14e+03 1.12e+04 / 1.12e+04 3.68 / 3.69 Steel_3_1_25 4.75e+04 / 4.75e+04 9.50e+03 / 8.91e+03 1.09e+04 / 1.17e+04 3.49 / 3.29 Steel_3_1_26 4.75e+04 / 4.75e+04 1.09e+04 / 1.11e+04 1.32e+04 / 1.43e+04 2.78 / 2.54 Steel_3_1_27 4.75e+04 / 4.75e+04 7.94e+03 / 8.08e+03 1.05e+04 / 1.14e+04 3.76 / 3.45 Steel_3_1_28 4.75e+04 / 4.75e+04 7.33e+03 / 7.26e+03 1.45e+04 / 1.53e+04 2.78 / 2.63 Steel_3_1_29 4.75e+04 / 4.75e+04 8.30e+03 / 8.45e+03 1.11e+04 / 1.23e+04 3.52 / 3.19 Steel_3_1_30 4.75e+04 / 4.75e+04 6.18e+03 / 5.09e+03 1.20e+04 / 1.10e+04 3.43 / 3.87 Steel_3_1_31 4.75e+04 / 4.75e+04 5.62e+03 / 4.36e+03 1.28e+04 / 1.27e+04 3.27 / 3.40 Steel_3_1_32 4.75e+04 / 4.75e+04 8.34e+03 / 8.27e+03 1.55e+04 / 1.54e+04 2.52 / 2.54 Steel_3_1_33 4.75e+04 / 4.75e+04 6.22e+03 / 6.17e+03 9.26e+03 / 9.75e+03 4.46 / 4.24 Steel_3_1_34 4.75e+04 / 4.75e+04 1.08e+04 / 1.06e+04 1.54e+04 / 1.55e+04 2.38 / 2.38 Steel_3_1_35 4.75e+04 / 4.75e+04 6.64e+03 / 6.60e+03 9.06e+03 / 1.01e+04 4.51 / 4.06 Steel_3_1_36 4.75e+04 / 4.75e+04 8.03e+03 / 7.93e+03 1.63e+04 / 1.68e+04 2.42 / 2.35 Steel_3_1_37 4.75e+04 / 4.75e+04 9.71e+03 / 9.53e+03 1.38e+04 / 1.44e+04 2.73 / 2.64 Steel_3_1_38 4.75e+04 / 4.75e+04 6.88e+03 / 6.83e+03 9.42e+03 / 9.73e+03 4.31 / 4.18
A-89 Steel_3_1_39 4.75e+04 / 4.75e+04 9.65e+03 / 9.58e+03 8.94e+03 / 1.00e+04 4.23 / 3.78 Steel_3_1_40 4.75e+04 / 4.75e+04 1.02e+04 / 9.97e+03 1.39e+04 / 1.44e+04 2.68 / 2.60 Steel_3_1_41 4.75e+04 / 4.75e+04 9.45e+03 / 9.29e+03 1.50e+04 / 1.57e+04 2.54 / 2.44 Steel_3_1_42 4.75e+04 / 4.75e+04 6.51e+03 / 6.44e+03 1.04e+04 / 1.08e+04 3.94 / 3.80 Steel_3_1_43 4.75e+04 / 4.75e+04 8.22e+03 / 8.17e+03 8.89e+03 / 9.76e+03 4.42 / 4.03 Steel_3_1_44 4.75e+04 / 4.75e+04 8.29e+03 / 8.19e+03 1.35e+04 / 1.38e+04 2.91 / 2.84 Steel_3_1_45 4.75e+04 / 4.75e+04 1.06e+04 / 1.05e+04 1.02e+04 / 1.15e+04 3.61 / 3.22 Steel_3_1_46 4.75e+04 / 4.75e+04 8.00e+03 / 3.28e+03 1.43e+04 / 5.50e+03 2.76 / 8.04 Steel_3_1_47 4.75e+04 / 4.75e+04 4.72e+03 / 4.71e+03 1.01e+04 / 1.13e+04 4.24 / 3.78 Steel_3_1_48 4.75e+04 / 4.75e+04 4.92e+03 / 5.71e+03 1.18e+04 / 1.32e+04 3.61 / 3.18 Steel_3_1_49 4.75e+04 / 4.75e+04 6.14e+03 / 5.61e+03 1.04e+04 / 1.01e+04 3.97 / 4.17 Steel_3_1_50 4.75e+04 / 4.75e+04 1.11e+04 / 1.10e+04 1.22e+04 / 1.28e+04 2.99 / 2.84 Steel_3_1_51 4.75e+04 / 4.75e+04 9.47e+03 / 9.20e+03 1.24e+04 / 1.30e+04 3.07 / 2.94 Steel_3_1_52 4.75e+04 / 4.75e+04 7.85e+03 / 7.77e+03 1.16e+04 / 1.25e+04 3.41 / 3.19 Steel_3_1_53 4.75e+04 / 4.75e+04 9.41e+03 / 9.10e+03 1.74e+04 / 2.07e+04 2.18 / 1.86 Steel_3_1_54 4.75e+04 / 4.75e+04 8.73e+03 / 8.64e+03 1.33e+04 / 1.42e+04 2.91 / 2.73 Steel_3_1_55 4.75e+04 / 4.75e+04 6.55e+03 / 6.49e+03 1.06e+04 / 1.11e+04 3.85 / 3.69 Steel_3_1_56 4.75e+04 / 4.75e+04 6.93e+03 / 7.02e+03 8.78e+03 / 1.02e+04 4.62 / 3.99 Steel_3_1_57 4.75e+04 / 4.75e+04 8.75e+03 / 7.59e+03 1.95e+04 / 1.75e+04 1.99 / 2.28 Steel_3_1_58 4.75e+04 / 4.75e+04 6.24e+03 / 6.08e+03 1.30e+04 / 1.31e+04 3.17 / 3.16 Steel_3_1_59 4.75e+04 / 4.75e+04 6.72e+03 / 5.10e+03 1.53e+04 / 1.39e+04 2.67 / 3.04 Steel_3_1_60 4.75e+04 / 4.75e+04 9.30e+03 / 8.32e+03 1.39e+04 / 1.39e+04 2.75 / 2.82 Steel_3_1_61 4.75e+04 / 4.75e+04 9.16e+03 / 9.07e+03 1.11e+04 / 1.25e+04 3.44 / 3.08 Steel_3_1_62 4.75e+04 / 4.75e+04 8.00e+03 / 7.86e+03 1.00e+04 / 1.06e+04 3.95 / 3.75 Steel_3_1_63 4.75e+04 / 4.75e+04 6.72e+03 / 6.77e+03 1.15e+04 / 1.25e+04 3.56 / 3.26 Steel_3_1_64 4.75e+04 / 4.75e+04 9.15e+03 / 1.10e+04 1.12e+04 / 1.21e+04 3.43 / 3.02 Steel_3_1_65 4.75e+04 / 4.75e+04 8.62e+03 / 7.23e+03 1.11e+04 / 1.08e+04 3.49 / 3.72 Steel_3_1_66 4.75e+04 / 4.75e+04 1.21e+04 / 1.26e+04 1.43e+04 / 1.58e+04 2.47 / 2.20 Steel_3_1_67 4.75e+04 / 4.75e+04 1.13e+04 / 1.08e+04 1.33e+04 / 1.40e+04 2.71 / 2.61 Steel_3_1_68 4.75e+04 / 4.75e+04 4.83e+03 / 4.88e+03 8.79e+03 / 9.20e+03 4.85 / 4.63 Steel_3_1_69 4.75e+04 / 4.75e+04 9.02e+03 / 1.02e+04 1.16e+04 / 1.38e+04 3.31 / 2.71 Steel_3_1_70 4.75e+04 / 4.75e+04 8.97e+03 / 8.57e+03 1.04e+04 / 1.08e+04 3.70 / 3.59 Steel_3_1_71 4.75e+04 / 4.75e+04 1.14e+04 / 3.66e+03 1.90e+04 / 4.87e+03 1.90 / 9.00 Steel_3_1_72 4.75e+04 / 4.75e+04 9.58e+03 / 9.54e+03 1.90e+04 / 2.10e+04 1.99 / 1.81 Steel_3_1_73 4.75e+04 / 4.75e+04 5.92e+03 / 5.25e+03 1.14e+04 / 1.12e+04 3.64 / 3.78 Steel_3_1_74 4.75e+04 / 4.75e+04 5.83e+03 / 4.91e+03 9.98e+03 / 9.27e+03 4.17 / 4.60 Steel_3_1_75 4.75e+04 / 4.75e+04 5.36e+03 / 5.34e+03 8.49e+03 / 9.76e+03 4.96 / 4.32 Steel_3_1_76 4.75e+04 / 4.75e+04 7.99e+03 / 7.88e+03 1.57e+04 / 1.56e+04 2.52 / 2.54 Steel_3_1_77 4.75e+04 / 4.75e+04 1.08e+04 / 9.95e+03 1.14e+04 / 1.23e+04 3.21 / 3.05 Steel_3_1_78 4.75e+04 / 4.75e+04 8.90e+03 / 8.77e+03 1.35e+04 / 1.38e+04 2.86 / 2.80 Steel_3_1_79 4.75e+04 / 4.75e+04 8.53e+03 / 8.09e+03 1.21e+04 / 1.24e+04 3.21 / 3.18 Steel_3_1_80 4.75e+04 / 4.75e+04 7.76e+03 / 8.96e+03 1.19e+04 / 1.42e+04 3.35 / 2.72 Steel_3_1_81 4.75e+04 / 4.75e+04 7.26e+03 / 7.40e+03 1.44e+04 / 1.57e+04 2.79 / 2.55 Steel_3_1_82 4.75e+04 / 4.75e+04 5.10e+03 / 4.99e+03 8.42e+03 / 9.58e+03 5.04 / 4.44 Steel_3_1_83 4.75e+04 / 4.75e+04 7.65e+03 / 7.53e+03 9.75e+03 / 1.04e+04 4.09 / 3.84 Steel_3_1_84 4.75e+04 / 4.75e+04 9.72e+03 / 9.88e+03 1.04e+04 / 1.16e+04 3.64 / 3.23 Steel_3_1_85 4.75e+04 / 4.75e+04 5.93e+03 / 5.91e+03 8.37e+03 / 9.90e+03 4.97 / 4.20 Steel_3_1_86 4.75e+04 / 4.75e+04 9.87e+03 / 9.77e+03 1.27e+04 / 1.35e+04 2.96 / 2.80
A-90 Steel_3_1_87 4.75e+04 / 4.75e+04 6.22e+03 / 4.69e+03 1.24e+04 / 9.77e+03 3.32 / 4.38 Steel_3_1_88 4.75e+04 / 4.75e+04 7.21e+03 / 6.55e+03 1.34e+04 / 1.39e+04 3.02 / 2.94 Steel_3_1_89 4.75e+04 / 4.75e+04 6.16e+03 / 6.08e+03 8.01e+03 / 8.28e+03 5.16 / 5.00 Steel_3_1_90 4.75e+04 / 4.75e+04 6.46e+03 / 6.44e+03 9.16e+03 / 1.02e+04 4.48 / 4.01 Steel_3_1_91 4.75e+04 / 4.75e+04 7.63e+03 / 6.94e+03 1.12e+04 / 1.10e+04 3.56 / 3.67 Steel_3_1_92 4.75e+04 / 4.75e+04 7.92e+03 / 7.92e+03 1.18e+04 / 1.25e+04 3.36 / 3.16 Steel_3_1_93 4.75e+04 / 4.75e+04 6.27e+03 / 5.84e+03 9.93e+03 / 9.76e+03 4.15 / 4.27 Steel_3_1_94 4.75e+04 / 4.75e+04 6.02e+03 / 5.59e+03 8.97e+03 / 9.19e+03 4.62 / 4.56 Steel_3_1_95 4.75e+04 / 4.75e+04 1.23e+04 / 1.12e+04 1.54e+04 / 1.53e+04 2.29 / 2.38 Steel_3_1_96 4.75e+04 / 4.75e+04 9.40e+03 / 9.22e+03 1.38e+04 / 1.47e+04 2.76 / 2.60 Steel_3_1_97 4.75e+04 / 4.75e+04 7.02e+03 / 7.43e+03 1.16e+04 / 1.28e+04 3.48 / 3.12 Steel_3_1_98 4.75e+04 / 4.75e+04 9.73e+03 / 1.04e+04 1.12e+04 / 1.28e+04 3.38 / 2.89 Steel_3_1_99 4.75e+04 / 4.75e+04 1.01e+04 / 9.99e+03 1.02e+04 / 1.13e+04 3.67 / 3.31 Steel_3_1_100 4.75e+04 / 4.75e+04 7.35e+03 / 7.92e+03 8.49e+03 / 1.02e+04 4.73 / 3.87 Table 36 - Service II â Positive SLG Demands & Rating - Three-Span Steel Suite 2 Bridge ID Fn (+) [psi] Int/Ext Factored DC1 + DC2 (+) [psi] Int/Ext Factored LL (+) [psi] Int/Ext Sv2 Inventory Rating (+) Int/Ext Steel_3_2_1 4.75e+04 / 4.75e+04 7.98e+03 / 7.89e+03 1.46e+04 / 1.49e+04 2.70 / 2.66 Steel_3_2_2 4.75e+04 / 4.75e+04 7.59e+03 / 7.49e+03 1.26e+04 / 1.36e+04 3.17 / 2.93 Steel_3_2_3 4.75e+04 / 4.75e+04 1.01e+04 / 9.92e+03 1.50e+04 / 1.58e+04 2.49 / 2.38 Steel_3_2_4 4.75e+04 / 4.75e+04 8.00e+03 / 8.89e+03 1.20e+04 / 1.51e+04 3.30 / 2.56 Steel_3_2_5 4.75e+04 / 4.75e+04 4.65e+03 / 4.64e+03 8.74e+03 / 1.00e+04 4.90 / 4.27 Steel_3_2_6 4.75e+04 / 4.75e+04 6.96e+03 / 6.79e+03 1.36e+04 / 1.37e+04 2.98 / 2.97 Steel_3_2_7 4.75e+04 / 4.75e+04 5.50e+03 / 6.30e+03 1.24e+04 / 1.38e+04 3.39 / 2.98 Steel_3_2_8 4.75e+04 / 4.75e+04 8.67e+03 / 8.61e+03 1.08e+04 / 1.18e+04 3.59 / 3.29 Steel_3_2_9 4.75e+04 / 4.75e+04 1.04e+04 / 7.97e+03 9.36e+03 / 9.99e+03 3.96 / 3.96 Steel_3_2_10 4.75e+04 / 4.75e+04 5.40e+03 / 5.39e+03 1.32e+04 / 1.35e+04 3.20 / 3.11 Steel_3_2_11 4.75e+04 / 4.75e+04 1.01e+04 / 9.96e+03 1.33e+04 / 1.39e+04 2.81 / 2.71 Steel_3_2_12 4.75e+04 / 4.75e+04 9.21e+03 / 9.05e+03 1.54e+04 / 1.59e+04 2.49 / 2.42 Steel_3_2_13 4.75e+04 / 4.75e+04 8.70e+03 / 8.65e+03 8.96e+03 / 1.00e+04 4.33 / 3.89 Steel_3_2_14 4.75e+04 / 4.75e+04 8.62e+03 / 1.06e+04 1.15e+04 / 1.37e+04 3.39 / 2.70 Steel_3_2_15 4.75e+04 / 4.75e+04 5.72e+03 / 5.99e+03 1.08e+04 / 1.14e+04 3.86 / 3.64 Steel_3_2_16 4.75e+04 / 4.75e+04 5.36e+03 / 5.33e+03 1.08e+04 / 1.14e+04 3.89 / 3.71 Steel_3_2_17 4.75e+04 / 4.75e+04 6.21e+03 / 6.48e+03 1.17e+04 / 1.28e+04 3.53 / 3.21 Steel_3_2_18 4.75e+04 / 4.75e+04 9.42e+03 / 9.96e+03 1.18e+04 / 1.34e+04 3.22 / 2.80 Steel_3_2_19 4.75e+04 / 4.75e+04 8.07e+03 / 9.02e+03 1.09e+04 / 1.25e+04 3.62 / 3.08 Steel_3_2_20 4.75e+04 / 4.75e+04 6.30e+03 / 6.36e+03 7.57e+03 / 8.84e+03 5.44 / 4.65 Steel_3_2_21 4.75e+04 / 4.75e+04 8.32e+03 / 8.36e+03 9.39e+03 / 1.39e+04 4.17 / 2.82 Steel_3_2_22 4.75e+04 / 4.75e+04 8.67e+03 / 7.83e+03 1.30e+04 / 1.33e+04 2.98 / 2.97 Steel_3_2_23 4.75e+04 / 4.75e+04 1.03e+04 / 4.08e+03 1.60e+04 / 5.63e+03 2.33 / 7.71 Steel_3_2_24 4.75e+04 / 4.75e+04 1.03e+04 / 1.08e+04 1.24e+04 / 1.42e+04 2.99 / 2.59 Steel_3_2_25 4.75e+04 / 4.75e+04 8.45e+03 / 8.74e+03 1.13e+04 / 1.25e+04 3.45 / 3.09 Steel_3_2_26 4.75e+04 / 4.75e+04 6.25e+03 / 6.72e+03 1.15e+04 / 1.23e+04 3.59 / 3.32 Steel_3_2_27 4.75e+04 / 4.75e+04 1.12e+04 / 1.12e+04 1.23e+04 / 1.37e+04 2.96 / 2.66
A-91 Steel_3_2_28 4.75e+04 / 4.75e+04 6.72e+03 / 7.36e+03 1.34e+04 / 1.48e+04 3.05 / 2.70 Steel_3_2_29 4.75e+04 / 4.75e+04 8.05e+03 / 7.99e+03 9.48e+03 / 9.98e+03 4.16 / 3.96 Steel_3_2_30 4.75e+04 / 4.75e+04 9.14e+03 / 7.19e+03 1.37e+04 / 1.31e+04 2.81 / 3.08 Steel_3_2_31 4.75e+04 / 4.75e+04 6.83e+03 / 6.82e+03 8.68e+03 / 9.93e+03 4.69 / 4.10 Steel_3_2_32 4.75e+04 / 4.75e+04 6.28e+03 / 6.21e+03 9.43e+03 / 1.01e+04 4.37 / 4.07 Steel_3_2_33 4.75e+04 / 4.75e+04 8.50e+03 / 8.41e+03 1.31e+04 / 1.41e+04 2.99 / 2.77 Steel_3_2_34 4.75e+04 / 4.75e+04 4.53e+03 / 4.51e+03 1.13e+04 / 1.10e+04 3.80 / 3.90 Steel_3_2_35 4.75e+04 / 4.75e+04 9.44e+03 / 9.27e+03 1.71e+04 / 1.75e+04 2.22 / 2.19 Steel_3_2_36 4.75e+04 / 4.75e+04 6.19e+03 / 6.63e+03 1.01e+04 / 1.10e+04 4.10 / 3.73 Steel_3_2_37 4.75e+04 / 4.75e+04 1.05e+04 / 9.90e+03 1.35e+04 / 1.41e+04 2.74 / 2.67 Steel_3_2_38 4.75e+04 / 4.75e+04 9.16e+03 / 9.67e+03 1.13e+04 / 1.24e+04 3.40 / 3.06 Steel_3_2_39 4.75e+04 / 4.75e+04 7.67e+03 / 7.59e+03 1.14e+04 / 1.23e+04 3.50 / 3.25 Steel_3_2_40 4.75e+04 / 4.75e+04 5.79e+03 / 4.74e+03 1.20e+04 / 1.14e+04 3.47 / 3.75 Steel_3_2_41 4.75e+04 / 4.75e+04 7.71e+03 / 7.69e+03 1.21e+04 / 1.25e+04 3.28 / 3.19 Steel_3_2_42 4.75e+04 / 4.75e+04 5.60e+03 / 5.84e+03 7.95e+03 / 9.24e+03 5.27 / 4.51 Steel_3_2_43 4.75e+04 / 4.75e+04 9.42e+03 / 9.32e+03 1.05e+04 / 1.16e+04 3.64 / 3.30 Steel_3_2_44 4.75e+04 / 4.75e+04 9.38e+03 / 1.10e+04 1.26e+04 / 1.54e+04 3.03 / 2.37 Steel_3_2_45 4.75e+04 / 4.75e+04 8.87e+03 / 8.80e+03 1.23e+04 / 1.30e+04 3.15 / 2.97 Steel_3_2_46 4.75e+04 / 4.75e+04 9.64e+03 / 9.51e+03 1.12e+04 / 1.22e+04 3.38 / 3.11 Steel_3_2_47 4.75e+04 / 4.75e+04 8.26e+03 / 5.59e+03 1.79e+04 / 1.22e+04 2.19 / 3.45 Steel_3_2_48 4.75e+04 / 4.75e+04 1.09e+04 / 1.13e+04 1.40e+04 / 1.49e+04 2.61 / 2.42 Steel_3_2_49 4.75e+04 / 4.75e+04 5.15e+03 / 5.10e+03 1.08e+04 / 1.06e+04 3.94 / 3.99 Steel_3_2_50 4.75e+04 / 4.75e+04 6.74e+03 / 6.44e+03 1.17e+04 / 1.19e+04 3.48 / 3.46 Steel_3_2_51 4.75e+04 / 4.75e+04 8.98e+03 / 8.87e+03 1.54e+04 / 1.64e+04 2.50 / 2.35 Steel_3_2_52 4.75e+04 / 4.75e+04 6.73e+03 / 6.69e+03 7.93e+03 / 8.76e+03 5.14 / 4.66 Steel_3_2_53 4.75e+04 / 4.75e+04 5.14e+03 / 5.10e+03 8.94e+03 / 9.82e+03 4.74 / 4.32 Steel_3_2_54 4.75e+04 / 4.75e+04 4.85e+03 / 3.62e+03 1.26e+04 / 9.40e+03 3.39 / 4.67 Steel_3_2_55 4.75e+04 / 4.75e+04 5.17e+03 / 5.15e+03 1.09e+04 / 1.12e+04 3.87 / 3.78 Steel_3_2_56 4.75e+04 / 4.75e+04 1.06e+04 / 9.90e+03 1.35e+04 / 1.31e+04 2.73 / 2.86 Steel_3_2_57 4.75e+04 / 4.75e+04 9.38e+03 / 7.84e+03 1.53e+04 / 1.49e+04 2.50 / 2.67 Steel_3_2_58 4.75e+04 / 4.75e+04 6.17e+03 / 6.01e+03 9.02e+03 / 9.70e+03 4.58 / 4.28 Steel_3_2_59 4.75e+04 / 4.75e+04 1.00e+04 / 1.02e+04 1.08e+04 / 1.20e+04 3.48 / 3.09 Steel_3_2_60 4.75e+04 / 4.75e+04 8.77e+03 / 8.69e+03 1.14e+04 / 1.22e+04 3.41 / 3.19 Steel_3_2_61 4.75e+04 / 4.75e+04 6.91e+03 / 6.53e+03 1.21e+04 / 1.23e+04 3.35 / 3.33 Steel_3_2_62 4.75e+04 / 4.75e+04 5.33e+03 / 5.31e+03 8.04e+03 / 9.17e+03 5.25 / 4.60 Steel_3_2_63 4.75e+04 / 4.75e+04 8.88e+03 / 8.01e+03 1.27e+04 / 1.29e+04 3.04 / 3.05 Steel_3_2_64 4.75e+04 / 4.75e+04 9.78e+03 / 1.02e+04 9.68e+03 / 1.24e+04 3.90 / 3.00 Steel_3_2_65 4.75e+04 / 4.75e+04 8.79e+03 / 8.81e+03 1.19e+04 / 1.29e+04 3.24 / 3.01 Steel_3_2_66 4.75e+04 / 4.75e+04 9.76e+03 / 9.65e+03 1.30e+04 / 1.39e+04 2.89 / 2.72 Steel_3_2_67 4.75e+04 / 4.75e+04 5.72e+03 / 5.04e+03 1.07e+04 / 1.01e+04 3.90 / 4.19 Steel_3_2_68 4.75e+04 / 4.75e+04 1.19e+04 / 1.17e+04 1.40e+04 / 1.45e+04 2.54 / 2.46 Steel_3_2_69 4.75e+04 / 4.75e+04 1.13e+04 / 1.05e+04 1.32e+04 / 1.40e+04 2.75 / 2.65 Steel_3_2_70 4.75e+04 / 4.75e+04 7.67e+03 / 7.55e+03 1.59e+04 / 1.60e+04 2.50 / 2.50 Steel_3_2_71 4.75e+04 / 4.75e+04 1.07e+04 / 1.07e+04 1.14e+04 / 1.28e+04 3.22 / 2.87 Steel_3_2_72 4.75e+04 / 4.75e+04 1.00e+04 / 1.11e+04 1.21e+04 / 1.45e+04 3.09 / 2.52 Steel_3_2_73 4.75e+04 / 4.75e+04 8.70e+03 / 8.58e+03 1.36e+04 / 1.47e+04 2.85 / 2.65 Steel_3_2_74 4.75e+04 / 4.75e+04 6.05e+03 / 6.70e+03 1.11e+04 / 1.24e+04 3.73 / 3.29 Steel_3_2_75 4.75e+04 / 4.75e+04 7.52e+03 / 6.45e+03 1.24e+04 / 1.18e+04 3.21 / 3.47
A-92 Steel_3_2_76 4.75e+04 / 4.75e+04 5.95e+03 / 6.10e+03 1.11e+04 / 1.25e+04 3.75 / 3.31 Steel_3_2_77 4.75e+04 / 4.75e+04 4.44e+03 / 4.42e+03 1.12e+04 / 1.17e+04 3.84 / 3.67 Steel_3_2_78 4.75e+04 / 4.75e+04 1.02e+04 / 9.86e+03 1.67e+04 / 1.85e+04 2.24 / 2.03 Steel_3_2_79 4.75e+04 / 4.75e+04 9.29e+03 / 9.21e+03 1.60e+04 / 1.62e+04 2.39 / 2.37 Steel_3_2_80 4.75e+04 / 4.75e+04 5.90e+03 / 3.04e+03 1.17e+04 / 6.79e+03 3.55 / 6.55 Steel_3_2_81 4.75e+04 / 4.75e+04 1.23e+04 / 1.21e+04 1.45e+04 / 1.53e+04 2.42 / 2.32 Steel_3_2_82 4.75e+04 / 4.75e+04 6.12e+03 / 6.09e+03 9.92e+03 / 1.04e+04 4.17 / 3.96 Steel_3_2_83 4.75e+04 / 4.75e+04 7.51e+03 / 8.02e+03 1.28e+04 / 1.40e+04 3.14 / 2.82 Steel_3_2_84 4.75e+04 / 4.75e+04 8.98e+03 / 7.40e+03 1.38e+04 / 1.09e+04 2.79 / 3.67 Steel_3_2_85 4.75e+04 / 4.75e+04 7.69e+03 / 7.60e+03 1.01e+04 / 1.10e+04 3.94 / 3.64 Steel_3_2_86 4.75e+04 / 4.75e+04 1.13e+04 / 1.00e+04 1.47e+04 / 1.47e+04 2.46 / 2.56 Steel_3_2_87 4.75e+04 / 4.75e+04 6.52e+03 / 6.47e+03 1.02e+04 / 1.02e+04 4.02 / 4.03 Steel_3_2_88 4.75e+04 / 4.75e+04 9.21e+03 / 8.39e+03 1.13e+04 / 1.19e+04 3.38 / 3.29 Steel_3_2_89 4.75e+04 / 4.75e+04 7.80e+03 / 7.86e+03 8.79e+03 / 1.03e+04 4.52 / 3.85 Steel_3_2_90 4.75e+04 / 4.75e+04 7.74e+03 / 7.88e+03 9.64e+03 / 1.04e+04 4.12 / 3.81 Steel_3_2_91 4.75e+04 / 4.75e+04 1.01e+04 / 9.84e+03 2.10e+04 / 2.17e+04 1.78 / 1.73 Steel_3_2_92 4.75e+04 / 4.75e+04 4.92e+03 / 4.77e+03 9.66e+03 / 1.03e+04 4.41 / 4.15 Steel_3_2_93 4.75e+04 / 4.75e+04 9.14e+03 / 9.07e+03 9.57e+03 / 1.03e+04 4.01 / 3.74 Steel_3_2_94 4.75e+04 / 4.75e+04 8.35e+03 / 8.24e+03 1.33e+04 / 1.39e+04 2.94 / 2.82 Steel_3_2_95 4.75e+04 / 4.75e+04 6.39e+03 / 6.29e+03 1.25e+04 / 1.29e+04 3.30 / 3.19 Steel_3_2_96 4.75e+04 / 4.75e+04 8.23e+03 / 8.19e+03 8.41e+03 / 9.72e+03 4.67 / 4.05 Steel_3_2_97 4.75e+04 / 4.75e+04 9.21e+03 / 9.23e+03 1.03e+04 / 1.13e+04 3.73 / 3.39 Steel_3_2_98 4.75e+04 / 4.75e+04 5.34e+03 / 4.27e+03 1.16e+04 / 9.58e+03 3.62 / 4.51 Steel_3_2_99 4.75e+04 / 4.75e+04 3.28e+03 / 3.71e+03 9.01e+03 / 1.07e+04 4.91 / 4.08 Steel_3_2_100 4.75e+04 / 4.75e+04 7.38e+03 / 7.50e+03 1.02e+04 / 1.08e+04 3.92 / 3.71
A-93 A.3.5.2 Negative Region Table 37 - Service II â Negative SLG Demands & Rating - Three-Span Steel Suite 1 Bridge ID Fn (-) [psi] Int/Ext Factored DC1 + DC2 (-) [psi] Int/Ext Factored LL (-) [psi] Int/Ext Sv2 Inventory Rating (-) Int/Ext Steel_3_1_1 4.00e+04 / 4.00e+04 -7.12e+03 / -4.15e+03 -1.42e+04 / -1.28e+04 2.31 / 2.80 Steel_3_1_2 4.00e+04 / 4.00e+04 -8.13e+03 / -8.03e+03 -1.89e+04 / -1.89e+04 1.68 / 1.69 Steel_3_1_3 4.00e+04 / 4.00e+04 -1.51e+04 / -1.34e+04 -1.77e+04 / -1.69e+04 1.40 / 1.58 Steel_3_1_4 4.00e+04 / 4.00e+04 -5.36e+03 / -4.08e+03 -1.39e+04 / -1.48e+04 2.50 / 2.42 Steel_3_1_5 4.00e+04 / 4.00e+04 -1.55e+04 / -1.52e+04 -2.00e+04 / -2.03e+04 1.23 / 1.22 Steel_3_1_6 4.00e+04 / 4.00e+04 -1.02e+04 / -1.01e+04 -9.72e+03 / -1.11e+04 3.07 / 2.69 Steel_3_1_7 4.00e+04 / 4.00e+04 -9.94e+03 / -8.84e+03 -1.84e+04 / -1.66e+04 1.63 / 1.88 Steel_3_1_8 4.00e+04 / 4.00e+04 -7.07e+03 / -7.20e+03 -1.24e+04 / -1.43e+04 2.65 / 2.29 Steel_3_1_9 4.00e+04 / 4.00e+04 -1.07e+04 / -1.14e+04 -1.94e+04 / -2.15e+04 1.51 / 1.33 Steel_3_1_10 4.00e+04 / 4.00e+04 -9.80e+03 / -9.68e+03 -2.17e+04 / -2.21e+04 1.39 / 1.37 Steel_3_1_11 4.00e+04 / 4.00e+04 -6.72e+03 / -6.54e+03 -1.71e+04 / -1.59e+04 1.95 / 2.10 Steel_3_1_12 4.00e+04 / 4.00e+04 -8.11e+03 / -6.57e+03 -1.66e+04 / -1.37e+04 1.92 / 2.44 Steel_3_1_13 4.00e+04 / 4.00e+04 -1.03e+04 / -8.42e+03 -1.94e+04 / -1.69e+04 1.53 / 1.87 Steel_3_1_14 4.00e+04 / 4.00e+04 -9.13e+03 / -9.13e+03 -9.78e+03 / -1.19e+04 3.16 / 2.58 Steel_3_1_15 4.00e+04 / 4.00e+04 -9.03e+03 / -9.89e+03 -1.05e+04 / -1.25e+04 2.95 / 2.41 Steel_3_1_16 4.00e+04 / 4.00e+04 -9.93e+03 / -9.83e+03 -1.30e+04 / -1.36e+04 2.32 / 2.21 Steel_3_1_17 4.00e+04 / 4.00e+04 -7.57e+03 / -8.65e+03 -1.16e+04 / -1.37e+04 2.80 / 2.29 Steel_3_1_18 4.00e+04 / 4.00e+04 -7.09e+03 / -7.63e+03 -1.47e+04 / -1.64e+04 2.23 / 1.97 Steel_3_1_19 4.00e+04 / 4.00e+04 -1.19e+04 / -8.05e+03 -1.47e+04 / -9.35e+03 1.92 / 3.42 Steel_3_1_20 4.00e+04 / 4.00e+04 -1.11e+04 / -1.10e+04 -2.05e+04 / -1.99e+04 1.41 / 1.46 Steel_3_1_21 4.00e+04 / 4.00e+04 -1.06e+04 / -1.04e+04 -2.07e+04 / -2.03e+04 1.42 / 1.46 Steel_3_1_22 4.00e+04 / 4.00e+04 -7.08e+03 / -7.80e+03 -1.21e+04 / -1.41e+04 2.71 / 2.28 Steel_3_1_23 4.00e+04 / 4.00e+04 -7.24e+03 / -9.41e+03 -8.27e+03 / -1.20e+04 3.96 / 2.55 Steel_3_1_24 4.00e+04 / 4.00e+04 -7.89e+03 / -7.77e+03 -1.48e+04 / -1.45e+04 2.17 / 2.22 Steel_3_1_25 4.00e+04 / 4.00e+04 -1.20e+04 / -1.12e+04 -1.42e+04 / -1.48e+04 1.97 / 1.95 Steel_3_1_26 4.00e+04 / 4.00e+04 -1.38e+04 / -1.41e+04 -1.75e+04 / -1.88e+04 1.50 / 1.38 Steel_3_1_27 4.00e+04 / 4.00e+04 -1.00e+04 / -1.02e+04 -1.32e+04 / -1.43e+04 2.27 / 2.09 Steel_3_1_28 4.00e+04 / 4.00e+04 -9.38e+03 / -9.28e+03 -1.76e+04 / -1.82e+04 1.74 / 1.69 Steel_3_1_29 4.00e+04 / 4.00e+04 -1.05e+04 / -1.07e+04 -1.43e+04 / -1.56e+04 2.07 / 1.88 Steel_3_1_30 4.00e+04 / 4.00e+04 -8.02e+03 / -6.55e+03 -1.52e+04 / -1.21e+04 2.11 / 2.75 Steel_3_1_31 4.00e+04 / 4.00e+04 -7.26e+03 / -4.30e+03 -1.70e+04 / -1.08e+04 1.93 / 3.31 Steel_3_1_32 4.00e+04 / 4.00e+04 -1.07e+04 / -1.05e+04 -2.23e+04 / -2.16e+04 1.31 / 1.36 Steel_3_1_33 4.00e+04 / 4.00e+04 -7.88e+03 / -7.82e+03 -1.30e+04 / -1.35e+04 2.48 / 2.38 Steel_3_1_34 4.00e+04 / 4.00e+04 -1.37e+04 / -1.35e+04 -2.01e+04 / -1.97e+04 1.31 / 1.35 Steel_3_1_35 4.00e+04 / 4.00e+04 -8.36e+03 / -8.32e+03 -1.14e+04 / -1.26e+04 2.78 / 2.52 Steel_3_1_36 4.00e+04 / 4.00e+04 -1.03e+04 / -1.02e+04 -2.20e+04 / -2.19e+04 1.35 / 1.36 Steel_3_1_37 4.00e+04 / 4.00e+04 -1.23e+04 / -1.21e+04 -1.88e+04 / -1.90e+04 1.48 / 1.47 Steel_3_1_38 4.00e+04 / 4.00e+04 -8.68e+03 / -8.61e+03 -1.19e+04 / -1.22e+04 2.63 / 2.58 Steel_3_1_39 4.00e+04 / 4.00e+04 -1.22e+04 / -1.21e+04 -1.10e+04 / -1.22e+04 2.54 / 2.29 Steel_3_1_40 4.00e+04 / 4.00e+04 -1.28e+04 / -1.26e+04 -1.82e+04 / -1.84e+04 1.49 / 1.49 Steel_3_1_41 4.00e+04 / 4.00e+04 -1.20e+04 / -1.18e+04 -2.12e+04 / -2.16e+04 1.32 / 1.31
A-94 Steel_3_1_42 4.00e+04 / 4.00e+04 -8.24e+03 / -8.14e+03 -1.39e+04 / -1.42e+04 2.29 / 2.24 Steel_3_1_43 4.00e+04 / 4.00e+04 -1.04e+04 / -1.03e+04 -1.09e+04 / -1.19e+04 2.72 / 2.51 Steel_3_1_44 4.00e+04 / 4.00e+04 -1.06e+04 / -1.05e+04 -1.97e+04 / -1.96e+04 1.49 / 1.51 Steel_3_1_45 4.00e+04 / 4.00e+04 -1.34e+04 / -1.33e+04 -1.33e+04 / -1.46e+04 2.01 / 1.83 Steel_3_1_46 4.00e+04 / 4.00e+04 -1.02e+04 / -3.51e+03 -1.84e+04 / -5.13e+03 1.62 / 7.11 Steel_3_1_47 4.00e+04 / 4.00e+04 -6.01e+03 / -6.01e+03 -1.19e+04 / -1.33e+04 2.85 / 2.55 Steel_3_1_48 4.00e+04 / 4.00e+04 -6.24e+03 / -7.27e+03 -1.47e+04 / -1.74e+04 2.29 / 1.88 Steel_3_1_49 4.00e+04 / 4.00e+04 -7.74e+03 / -7.06e+03 -1.40e+04 / -1.29e+04 2.30 / 2.54 Steel_3_1_50 4.00e+04 / 4.00e+04 -1.64e+04 / -1.39e+04 -1.96e+04 / -1.67e+04 1.21 / 1.56 Steel_3_1_51 4.00e+04 / 4.00e+04 -1.20e+04 / -1.16e+04 -1.60e+04 / -1.64e+04 1.74 / 1.73 Steel_3_1_52 4.00e+04 / 4.00e+04 -9.94e+03 / -9.83e+03 -1.52e+04 / -1.60e+04 1.97 / 1.88 Steel_3_1_53 4.00e+04 / 4.00e+04 -1.20e+04 / -7.94e+03 -2.44e+04 / -1.76e+04 1.15 / 1.82 Steel_3_1_54 4.00e+04 / 4.00e+04 -1.11e+04 / -1.10e+04 -1.80e+04 / -1.89e+04 1.60 / 1.54 Steel_3_1_55 4.00e+04 / 4.00e+04 -8.27e+03 / -8.20e+03 -1.51e+04 / -1.55e+04 2.10 / 2.05 Steel_3_1_56 4.00e+04 / 4.00e+04 -8.73e+03 / -8.83e+03 -1.05e+04 / -1.22e+04 2.97 / 2.55 Steel_3_1_57 4.00e+04 / 4.00e+04 -5.21e+03 / -6.91e+03 -1.32e+04 / -1.57e+04 2.64 / 2.11 Steel_3_1_58 4.00e+04 / 4.00e+04 -7.91e+03 / -7.69e+03 -1.74e+04 / -1.71e+04 1.84 / 1.89 Steel_3_1_59 4.00e+04 / 4.00e+04 -8.61e+03 / -6.49e+03 -1.82e+04 / -1.39e+04 1.73 / 2.42 Steel_3_1_60 4.00e+04 / 4.00e+04 -1.18e+04 / -1.24e+04 -2.06e+04 / -2.34e+04 1.37 / 1.18 Steel_3_1_61 4.00e+04 / 4.00e+04 -1.16e+04 / -1.14e+04 -1.50e+04 / -1.65e+04 1.89 / 1.73 Steel_3_1_62 4.00e+04 / 4.00e+04 -1.01e+04 / -9.93e+03 -1.31e+04 / -1.36e+04 2.28 / 2.22 Steel_3_1_63 4.00e+04 / 4.00e+04 -8.51e+03 / -8.57e+03 -1.54e+04 / -1.67e+04 2.04 / 1.89 Steel_3_1_64 4.00e+04 / 4.00e+04 -1.16e+04 / -1.38e+04 -1.42e+04 / -1.71e+04 2.00 / 1.53 Steel_3_1_65 4.00e+04 / 4.00e+04 -1.10e+04 / -9.15e+03 -1.57e+04 / -1.39e+04 1.85 / 2.22 Steel_3_1_66 4.00e+04 / 4.00e+04 -1.52e+04 / -1.59e+04 -1.80e+04 / -1.99e+04 1.37 / 1.21 Steel_3_1_67 4.00e+04 / 4.00e+04 -1.44e+04 / -1.37e+04 -1.78e+04 / -1.81e+04 1.44 / 1.46 Steel_3_1_68 4.00e+04 / 4.00e+04 -6.10e+03 / -6.15e+03 -1.16e+04 / -1.21e+04 2.92 / 2.79 Steel_3_1_69 4.00e+04 / 4.00e+04 -1.14e+04 / -1.30e+04 -1.56e+04 / -1.93e+04 1.83 / 1.40 Steel_3_1_70 4.00e+04 / 4.00e+04 -1.13e+04 / -1.08e+04 -1.31e+04 / -1.32e+04 2.19 / 2.20 Steel_3_1_71 4.00e+04 / 4.00e+04 -7.56e+03 / -3.36e+03 -1.29e+04 / -3.99e+03 2.52 / 9.18 Steel_3_1_72 4.00e+04 / 4.00e+04 -5.68e+03 / -5.36e+03 -1.29e+04 / -1.38e+04 2.66 / 2.51 Steel_3_1_73 4.00e+04 / 4.00e+04 -7.55e+03 / -6.68e+03 -1.56e+04 / -1.43e+04 2.07 / 2.33 Steel_3_1_74 4.00e+04 / 4.00e+04 -7.39e+03 / -6.19e+03 -1.38e+04 / -1.17e+04 2.36 / 2.89 Steel_3_1_75 4.00e+04 / 4.00e+04 -6.76e+03 / -6.73e+03 -1.10e+04 / -1.26e+04 3.02 / 2.64 Steel_3_1_76 4.00e+04 / 4.00e+04 -1.02e+04 / -1.00e+04 -2.22e+04 / -2.15e+04 1.35 / 1.39 Steel_3_1_77 4.00e+04 / 4.00e+04 -1.37e+04 / -1.25e+04 -1.50e+04 / -1.54e+04 1.75 / 1.78 Steel_3_1_78 4.00e+04 / 4.00e+04 -1.13e+04 / -1.11e+04 -1.75e+04 / -1.75e+04 1.64 / 1.65 Steel_3_1_79 4.00e+04 / 4.00e+04 -1.08e+04 / -1.02e+04 -1.58e+04 / -1.56e+04 1.85 / 1.91 Steel_3_1_80 4.00e+04 / 4.00e+04 -9.78e+03 / -1.13e+04 -1.49e+04 / -1.86e+04 2.03 / 1.54 Steel_3_1_81 4.00e+04 / 4.00e+04 -8.75e+03 / -9.49e+03 -1.83e+04 / -2.01e+04 1.71 / 1.52 Steel_3_1_82 4.00e+04 / 4.00e+04 -6.42e+03 / -6.28e+03 -1.06e+04 / -1.20e+04 3.15 / 2.81 Steel_3_1_83 4.00e+04 / 4.00e+04 -9.67e+03 / -9.51e+03 -1.31e+04 / -1.36e+04 2.32 / 2.23 Steel_3_1_84 4.00e+04 / 4.00e+04 -1.23e+04 / -1.25e+04 -1.30e+04 / -1.45e+04 2.14 / 1.90 Steel_3_1_85 4.00e+04 / 4.00e+04 -7.47e+03 / -7.45e+03 -1.06e+04 / -1.25e+04 3.08 / 2.61 Steel_3_1_86 4.00e+04 / 4.00e+04 -1.25e+04 / -1.23e+04 -1.66e+04 / -1.72e+04 1.66 / 1.61 Steel_3_1_87 4.00e+04 / 4.00e+04 -7.91e+03 / -5.86e+03 -1.67e+04 / -1.18e+04 1.92 / 2.90 Steel_3_1_88 4.00e+04 / 4.00e+04 -9.02e+03 / -8.29e+03 -1.83e+04 / -1.79e+04 1.69 / 1.77 Steel_3_1_89 4.00e+04 / 4.00e+04 -7.80e+03 / -7.69e+03 -1.05e+04 / -1.07e+04 3.08 / 3.02
A-95 Steel_3_1_90 4.00e+04 / 4.00e+04 -8.14e+03 / -8.11e+03 -1.16e+04 / -1.30e+04 2.74 / 2.46 Steel_3_1_91 4.00e+04 / 4.00e+04 -9.66e+03 / -8.17e+03 -1.59e+04 / -1.41e+04 1.90 / 2.26 Steel_3_1_92 4.00e+04 / 4.00e+04 -1.00e+04 / -1.00e+04 -1.52e+04 / -1.60e+04 1.97 / 1.87 Steel_3_1_93 4.00e+04 / 4.00e+04 -7.92e+03 / -7.36e+03 -1.33e+04 / -1.26e+04 2.41 / 2.60 Steel_3_1_94 4.00e+04 / 4.00e+04 -6.34e+03 / -7.62e+03 -1.03e+04 / -1.29e+04 3.27 / 2.50 Steel_3_1_95 4.00e+04 / 4.00e+04 -1.55e+04 / -1.64e+04 -1.95e+04 / -2.21e+04 1.25 / 1.07 Steel_3_1_96 4.00e+04 / 4.00e+04 -1.20e+04 / -1.17e+04 -2.04e+04 / -2.11e+04 1.37 / 1.34 Steel_3_1_97 4.00e+04 / 4.00e+04 -8.86e+03 / -9.38e+03 -1.49e+04 / -1.65e+04 2.10 / 1.85 Steel_3_1_98 4.00e+04 / 4.00e+04 -1.23e+04 / -1.31e+04 -1.41e+04 / -1.63e+04 1.97 / 1.65 Steel_3_1_99 4.00e+04 / 4.00e+04 -1.27e+04 / -1.26e+04 -1.30e+04 / -1.42e+04 2.11 / 1.93 Steel_3_1_100 4.00e+04 / 4.00e+04 -1.29e+04 / -9.98e+03 -1.50e+04 / -1.24e+04 1.80 / 2.42 Table 38 - Service II â Negative SLG Demands & Rating - Three-Span Steel Suite 2 Bridge ID Fn (-) [psi] Int/Ext Factored DC1 + DC2 (-) [psi] Int/Ext Factored LL (-) [psi] Int/Ext Sv2 Inventory Rating (-) Int/Ext Steel_3_2_1 4.00e+04 / 4.00e+04 -1.02e+04 / -1.01e+04 -2.09e+04 / -2.08e+04 1.42 / 1.44 Steel_3_2_2 4.00e+04 / 4.00e+04 -9.64e+03 / -9.50e+03 -1.84e+04 / -1.95e+04 1.65 / 1.56 Steel_3_2_3 4.00e+04 / 4.00e+04 -1.28e+04 / -1.25e+04 -2.08e+04 / -2.12e+04 1.31 / 1.29 Steel_3_2_4 4.00e+04 / 4.00e+04 -1.01e+04 / -1.13e+04 -1.82e+04 / -2.27e+04 1.64 / 1.27 Steel_3_2_5 4.00e+04 / 4.00e+04 -5.84e+03 / -5.83e+03 -1.12e+04 / -1.28e+04 3.06 / 2.67 Steel_3_2_6 4.00e+04 / 4.00e+04 -8.82e+03 / -8.59e+03 -1.82e+04 / -1.78e+04 1.72 / 1.76 Steel_3_2_7 4.00e+04 / 4.00e+04 -7.00e+03 / -8.04e+03 -1.59e+04 / -1.87e+04 2.07 / 1.71 Steel_3_2_8 4.00e+04 / 4.00e+04 -1.10e+04 / -1.09e+04 -1.46e+04 / -1.57e+04 1.99 / 1.86 Steel_3_2_9 4.00e+04 / 4.00e+04 -1.31e+04 / -1.00e+04 -1.40e+04 / -1.24e+04 1.92 / 2.42 Steel_3_2_10 4.00e+04 / 4.00e+04 -6.96e+03 / -6.94e+03 -1.43e+04 / -1.45e+04 2.31 / 2.28 Steel_3_2_11 4.00e+04 / 4.00e+04 -1.28e+04 / -1.26e+04 -1.74e+04 / -1.77e+04 1.56 / 1.55 Steel_3_2_12 4.00e+04 / 4.00e+04 -1.18e+04 / -1.15e+04 -2.26e+04 / -2.27e+04 1.25 / 1.25 Steel_3_2_13 4.00e+04 / 4.00e+04 -1.10e+04 / -1.09e+04 -1.10e+04 / -1.21e+04 2.65 / 2.40 Steel_3_2_14 4.00e+04 / 4.00e+04 -1.09e+04 / -1.35e+04 -1.53e+04 / -1.98e+04 1.90 / 1.34 Steel_3_2_15 4.00e+04 / 4.00e+04 -7.22e+03 / -7.56e+03 -1.39e+04 / -1.48e+04 2.36 / 2.19 Steel_3_2_16 4.00e+04 / 4.00e+04 -6.82e+03 / -6.78e+03 -1.38e+04 / -1.44e+04 2.40 / 2.31 Steel_3_2_17 4.00e+04 / 4.00e+04 -7.83e+03 / -8.20e+03 -1.57e+04 / -1.73e+04 2.05 / 1.84 Steel_3_2_18 4.00e+04 / 4.00e+04 -1.19e+04 / -1.26e+04 -1.56e+04 / -1.79e+04 1.80 / 1.53 Steel_3_2_19 4.00e+04 / 4.00e+04 -1.02e+04 / -1.14e+04 -1.48e+04 / -1.75e+04 2.02 / 1.63 Steel_3_2_20 4.00e+04 / 4.00e+04 -7.92e+03 / -7.99e+03 -9.38e+03 / -1.10e+04 3.42 / 2.92 Steel_3_2_21 4.00e+04 / 4.00e+04 -1.05e+04 / -7.99e+03 -1.41e+04 / -1.43e+04 2.09 / 2.24 Steel_3_2_22 4.00e+04 / 4.00e+04 -1.10e+04 / -9.77e+03 -1.83e+04 / -1.75e+04 1.58 / 1.73 Steel_3_2_23 4.00e+04 / 4.00e+04 -1.32e+04 / -3.69e+03 -2.54e+04 / -5.41e+03 1.05 / 6.71 Steel_3_2_24 4.00e+04 / 4.00e+04 -1.24e+04 / -1.36e+04 -1.49e+04 / -1.76e+04 1.85 / 1.50 Steel_3_2_25 4.00e+04 / 4.00e+04 -1.07e+04 / -1.10e+04 -1.40e+04 / -1.55e+04 2.09 / 1.87 Steel_3_2_26 4.00e+04 / 4.00e+04 -7.92e+03 / -8.52e+03 -1.53e+04 / -1.67e+04 2.10 / 1.89 Steel_3_2_27 4.00e+04 / 4.00e+04 -1.38e+04 / -1.41e+04 -1.64e+04 / -1.83e+04 1.60 / 1.41 Steel_3_2_28 4.00e+04 / 4.00e+04 -8.52e+03 / -9.35e+03 -1.80e+04 / -2.06e+04 1.75 / 1.49 Steel_3_2_29 4.00e+04 / 4.00e+04 -1.01e+04 / -1.01e+04 -1.15e+04 / -1.20e+04 2.59 / 2.49 Steel_3_2_30 4.00e+04 / 4.00e+04 -1.16e+04 / -9.08e+03 -2.05e+04 / -1.72e+04 1.38 / 1.80
A-96 Steel_3_2_31 4.00e+04 / 4.00e+04 -8.59e+03 / -8.59e+03 -1.07e+04 / -1.22e+04 2.94 / 2.58 Steel_3_2_32 4.00e+04 / 4.00e+04 -8.02e+03 / -7.91e+03 -1.34e+04 / -1.42e+04 2.38 / 2.26 Steel_3_2_33 4.00e+04 / 4.00e+04 -1.08e+04 / -1.07e+04 -1.94e+04 / -2.04e+04 1.51 / 1.44 Steel_3_2_34 4.00e+04 / 4.00e+04 -5.76e+03 / -5.73e+03 -1.27e+04 / -1.22e+04 2.70 / 2.80 Steel_3_2_35 4.00e+04 / 4.00e+04 -1.21e+04 / -1.18e+04 -2.50e+04 / -2.45e+04 1.12 / 1.15 Steel_3_2_36 4.00e+04 / 4.00e+04 -7.85e+03 / -8.41e+03 -1.31e+04 / -1.45e+04 2.45 / 2.18 Steel_3_2_37 4.00e+04 / 4.00e+04 -1.33e+04 / -1.25e+04 -1.81e+04 / -1.81e+04 1.48 / 1.52 Steel_3_2_38 4.00e+04 / 4.00e+04 -1.16e+04 / -1.22e+04 -1.42e+04 / -1.57e+04 2.00 / 1.77 Steel_3_2_39 4.00e+04 / 4.00e+04 -9.69e+03 / -9.58e+03 -1.52e+04 / -1.61e+04 2.00 / 1.89 Steel_3_2_40 4.00e+04 / 4.00e+04 -7.40e+03 / -6.03e+03 -1.42e+04 / -1.18e+04 2.30 / 2.87 Steel_3_2_41 4.00e+04 / 4.00e+04 -9.75e+03 / -9.71e+03 -1.63e+04 / -1.64e+04 1.86 / 1.85 Steel_3_2_42 4.00e+04 / 4.00e+04 -7.01e+03 / -7.36e+03 -9.76e+03 / -1.15e+04 3.38 / 2.85 Steel_3_2_43 4.00e+04 / 4.00e+04 -1.19e+04 / -1.18e+04 -1.37e+04 / -1.48e+04 2.06 / 1.90 Steel_3_2_44 4.00e+04 / 4.00e+04 -1.06e+04 / -1.40e+04 -1.43e+04 / -1.97e+04 2.05 / 1.32 Steel_3_2_45 4.00e+04 / 4.00e+04 -1.13e+04 / -1.12e+04 -1.71e+04 / -1.77e+04 1.68 / 1.63 Steel_3_2_46 4.00e+04 / 4.00e+04 -1.22e+04 / -1.20e+04 -1.43e+04 / -1.53e+04 1.95 / 1.83 Steel_3_2_47 4.00e+04 / 4.00e+04 -4.52e+03 / -7.11e+03 -1.20e+04 / -1.33e+04 2.95 / 2.47 Steel_3_2_48 4.00e+04 / 4.00e+04 -1.37e+04 / -1.43e+04 -1.78e+04 / -1.90e+04 1.48 / 1.36 Steel_3_2_49 4.00e+04 / 4.00e+04 -6.52e+03 / -6.45e+03 -1.42e+04 / -1.38e+04 2.36 / 2.43 Steel_3_2_50 4.00e+04 / 4.00e+04 -8.56e+03 / -8.16e+03 -1.57e+04 / -1.54e+04 2.01 / 2.07 Steel_3_2_51 4.00e+04 / 4.00e+04 -1.15e+04 / -1.13e+04 -2.29e+04 / -2.36e+04 1.24 / 1.21 Steel_3_2_52 4.00e+04 / 4.00e+04 -8.47e+03 / -8.42e+03 -9.99e+03 / -1.10e+04 3.16 / 2.88 Steel_3_2_53 4.00e+04 / 4.00e+04 -6.58e+03 / -6.53e+03 -1.08e+04 / -1.17e+04 3.09 / 2.85 Steel_3_2_54 4.00e+04 / 4.00e+04 -6.20e+03 / -4.14e+03 -1.38e+04 / -8.62e+03 2.45 / 4.16 Steel_3_2_55 4.00e+04 / 4.00e+04 -6.56e+03 / -6.53e+03 -1.35e+04 / -1.37e+04 2.48 / 2.45 Steel_3_2_56 4.00e+04 / 4.00e+04 -1.34e+04 / -1.25e+04 -1.80e+04 / -1.67e+04 1.47 / 1.64 Steel_3_2_57 4.00e+04 / 4.00e+04 -1.20e+04 / -9.96e+03 -2.34e+04 / -2.02e+04 1.20 / 1.48 Steel_3_2_58 4.00e+04 / 4.00e+04 -7.78e+03 / -7.57e+03 -1.14e+04 / -1.21e+04 2.83 / 2.69 Steel_3_2_59 4.00e+04 / 4.00e+04 -1.37e+04 / -1.29e+04 -1.48e+04 / -1.50e+04 1.78 / 1.81 Steel_3_2_60 4.00e+04 / 4.00e+04 -1.10e+04 / -1.09e+04 -1.42e+04 / -1.50e+04 2.04 / 1.94 Steel_3_2_61 4.00e+04 / 4.00e+04 -8.78e+03 / -8.26e+03 -1.63e+04 / -1.59e+04 1.92 / 1.99 Steel_3_2_62 4.00e+04 / 4.00e+04 -6.72e+03 / -6.69e+03 -1.02e+04 / -1.16e+04 3.27 / 2.88 Steel_3_2_63 4.00e+04 / 4.00e+04 -1.12e+04 / -1.16e+04 -1.69e+04 / -1.92e+04 1.70 / 1.48 Steel_3_2_64 4.00e+04 / 4.00e+04 -1.23e+04 / -1.23e+04 -1.23e+04 / -1.56e+04 2.24 / 1.78 Steel_3_2_65 4.00e+04 / 4.00e+04 -1.11e+04 / -1.12e+04 -1.54e+04 / -1.64e+04 1.87 / 1.76 Steel_3_2_66 4.00e+04 / 4.00e+04 -1.21e+04 / -1.22e+04 -1.74e+04 / -1.85e+04 1.61 / 1.50 Steel_3_2_67 4.00e+04 / 4.00e+04 -7.27e+03 / -6.37e+03 -1.47e+04 / -1.30e+04 2.23 / 2.59 Steel_3_2_68 4.00e+04 / 4.00e+04 -1.51e+04 / -1.48e+04 -1.84e+04 / -1.85e+04 1.35 / 1.36 Steel_3_2_69 4.00e+04 / 4.00e+04 -1.42e+04 / -1.32e+04 -1.73e+04 / -1.75e+04 1.49 / 1.53 Steel_3_2_70 4.00e+04 / 4.00e+04 -9.83e+03 / -9.65e+03 -2.08e+04 / -2.03e+04 1.45 / 1.49 Steel_3_2_71 4.00e+04 / 4.00e+04 -1.35e+04 / -1.35e+04 -1.43e+04 / -1.58e+04 1.86 / 1.67 Steel_3_2_72 4.00e+04 / 4.00e+04 -1.26e+04 / -1.39e+04 -1.52e+04 / -1.84e+04 1.80 / 1.42 Steel_3_2_73 4.00e+04 / 4.00e+04 -1.11e+04 / -1.09e+04 -2.14e+04 / -2.23e+04 1.35 / 1.30 Steel_3_2_74 4.00e+04 / 4.00e+04 -6.87e+03 / -7.90e+03 -1.30e+04 / -1.51e+04 2.54 / 2.13 Steel_3_2_75 4.00e+04 / 4.00e+04 -9.53e+03 / -8.14e+03 -1.77e+04 / -1.54e+04 1.72 / 2.06 Steel_3_2_76 4.00e+04 / 4.00e+04 -7.50e+03 / -7.72e+03 -1.47e+04 / -1.63e+04 2.20 / 1.99 Steel_3_2_77 4.00e+04 / 4.00e+04 -5.71e+03 / -5.68e+03 -1.35e+04 / -1.40e+04 2.54 / 2.45 Steel_3_2_78 4.00e+04 / 4.00e+04 -6.06e+03 / -5.83e+03 -1.17e+04 / -1.30e+04 2.90 / 2.63
A-97 Steel_3_2_79 4.00e+04 / 4.00e+04 -1.19e+04 / -1.17e+04 -2.22e+04 / -2.19e+04 1.27 / 1.29 Steel_3_2_80 4.00e+04 / 4.00e+04 -7.59e+03 / -5.47e+03 -1.39e+04 / -9.72e+03 2.34 / 3.55 Steel_3_2_81 4.00e+04 / 4.00e+04 -1.56e+04 / -1.52e+04 -1.91e+04 / -1.95e+04 1.28 / 1.27 Steel_3_2_82 4.00e+04 / 4.00e+04 -7.74e+03 / -7.69e+03 -1.32e+04 / -1.38e+04 2.44 / 2.35 Steel_3_2_83 4.00e+04 / 4.00e+04 -8.98e+03 / -1.01e+04 -1.57e+04 / -1.80e+04 1.97 / 1.66 Steel_3_2_84 4.00e+04 / 4.00e+04 -8.65e+03 / -9.34e+03 -1.45e+04 / -1.42e+04 2.17 / 2.16 Steel_3_2_85 4.00e+04 / 4.00e+04 -9.70e+03 / -9.58e+03 -1.29e+04 / -1.37e+04 2.35 / 2.21 Steel_3_2_86 4.00e+04 / 4.00e+04 -1.43e+04 / -1.27e+04 -1.97e+04 / -1.83e+04 1.30 / 1.49 Steel_3_2_87 4.00e+04 / 4.00e+04 -8.25e+03 / -8.18e+03 -1.30e+04 / -1.28e+04 2.44 / 2.48 Steel_3_2_88 4.00e+04 / 4.00e+04 -1.17e+04 / -1.06e+04 -1.59e+04 / -1.58e+04 1.78 / 1.87 Steel_3_2_89 4.00e+04 / 4.00e+04 -9.82e+03 / -9.89e+03 -1.06e+04 / -1.24e+04 2.86 / 2.43 Steel_3_2_90 4.00e+04 / 4.00e+04 -9.74e+03 / -9.92e+03 -1.17e+04 / -1.27e+04 2.58 / 2.38 Steel_3_2_91 4.00e+04 / 4.00e+04 -7.52e+03 / -7.51e+03 -1.54e+04 / -1.56e+04 2.12 / 2.08 Steel_3_2_92 4.00e+04 / 4.00e+04 -6.21e+03 / -6.02e+03 -1.33e+04 / -1.37e+04 2.53 / 2.49 Steel_3_2_93 4.00e+04 / 4.00e+04 -1.15e+04 / -1.14e+04 -1.17e+04 / -1.24e+04 2.43 / 2.30 Steel_3_2_94 4.00e+04 / 4.00e+04 -1.06e+04 / -1.04e+04 -1.77e+04 / -1.81e+04 1.66 / 1.64 Steel_3_2_95 4.00e+04 / 4.00e+04 -8.12e+03 / -7.98e+03 -1.67e+04 / -1.68e+04 1.91 / 1.90 Steel_3_2_96 4.00e+04 / 4.00e+04 -1.04e+04 / -1.03e+04 -1.02e+04 / -1.18e+04 2.89 / 2.52 Steel_3_2_97 4.00e+04 / 4.00e+04 -1.16e+04 / -1.16e+04 -1.29e+04 / -1.41e+04 2.19 / 2.01 Steel_3_2_98 4.00e+04 / 4.00e+04 -6.88e+03 / -5.10e+03 -1.32e+04 / -9.32e+03 2.51 / 3.74 Steel_3_2_99 4.00e+04 / 4.00e+04 -4.16e+03 / -4.73e+03 -9.82e+03 / -1.24e+04 3.65 / 2.84 Steel_3_2_100 4.00e+04 / 4.00e+04 -9.31e+03 / -9.45e+03 -1.28e+04 / -1.34e+04 2.40 / 2.27
B-1 Appendix B Pre-Stressed Concrete Bridge Design Data Appendix B contains bridge configuration, design data, and SLG demand/rating data for all simple-span, two-, and three-span PS concrete multi-girder bridge samples. B.1 Simple Span Pre-Stressed Concrete ..................................................................................................... B-2 B.1.1 Bridge Configuration (Sampled Parameters) ............................................................................ B-2 B.1.2 Section Properties ..................................................................................................................... B-7 B.1.3 Strength I Flexure â SLG Demands and Ratings ...................................................................... B-12 B.1.4 Strength I Shear â SLG Demands and Ratings ......................................................................... B-17 B.1.5 Service III â SLG Demands and Ratings ................................................................................... B-22 B.2 Two-Span Continuous Pre-Stressed Concrete ................................................................................... B-27 B.2.1 Bridge Configuration (Sampled Parameters) .......................................................................... B-27 B.2.2 Section Properties ................................................................................................................... B-32 B.2.3 Strength I Flexure â SLG Demands and Ratings ...................................................................... B-37 B.2.4 Strength I Shear â SLG Demands and Ratings ......................................................................... B-47 B.2.5 Service II â SLG Demands and Ratings .................................................................................... B-52 B.3 Three-Span Continuous Pre-Stressed Concrete................................................................................. B-62 B.3.1 Bridge Configuration (Sampled Parameters) .......................................................................... B-62 B.3.2 Section Properties ................................................................................................................... B-68 B.3.3 Strength I Flexure â SLG Demands and Ratings ...................................................................... B-73 B.3.4 Strength I Shear â SLG Demands and Ratings ......................................................................... B-83 B.3.5 Service I/III â SLG Demands and Ratings ................................................................................. B-88
B-2 B.1 Simple Span Pre-Stressed Concrete B.1.1 Bridge Configuration (Sampled Parameters) Figure 1 - Plot matrix of sampled parameters for single-span PS suites 1 and 2. Table 1 - Sampled parameters for single-span PS suite 1. Bridge ID Span Length [in.] Width [in.] Skew [deg.] Girder Spacing [in.] PS_1_1_1 1779.79 523.2 15.37 67.28 PS_1_1_2 1119.12 584.12 57.02 107.86 PS_1_1_3 1384.99 589.57 18.36 143.85 PS_1_1_4 1812.06 646.86 9.12 136.88 PS_1_1_5 569.72 475.91 28.03 115.07 PS_1_1_6 1030.99 517.49 11.25 131.84 PS_1_1_7 649.4 549.53 27.35 89.98 PS_1_1_8 1631.06 503.43 45.31 120.75 PS_1_1_9 1905.71 788.68 59.82 96.86 PS_1_1_10 1003.37 763.48 54.88 130.95 PS_1_1_11 1401.9 507.37 33.55 97.64 PS_1_1_12 501.94 579.8 47.38 116.81 PS_1_1_13 882.9 676.04 17.75 80.84 PS_1_1_14 1567.34 443.49 31.41 128.4 PS_1_1_15 1687.35 704.03 20.36 77.19 PS_1_1_16 1148.63 466.81 51.9 102.14 PS_1_1_17 1435.2 520.98 49.17 92.41 PS_1_1_18 996.94 726.26 10.71 76.32 PS_1_1_19 1320.7 470.93 26.42 108.52 PS_1_1_20 1475.72 460.14 17.16 61.49
B-3 PS_1_1_21 1741.13 856.24 5.88 93.1 PS_1_1_22 1076.18 628.03 28.48 66.63 PS_1_1_23 1189.67 732.2 55.69 115.52 PS_1_1_24 558.72 720.23 56.65 91.53 PS_1_1_25 696.21 704.99 6.14 94.48 PS_1_1_26 1274.31 777.18 45.95 110.95 PS_1_1_27 1094.54 755.03 16.73 105.68 PS_1_1_28 917.43 500.41 2.66 139.48 PS_1_1_29 1358.14 836.04 33.99 81.44 PS_1_1_30 1879.63 683.92 1.89 79.99 PS_1_1_31 1543.42 446.64 59.18 65.57 PS_1_1_32 1489.35 815.34 23.77 90.68 PS_1_1_33 627.85 642.7 41.21 119.41 PS_1_1_34 1705.36 435.5 8.77 78.17 PS_1_1_35 688.96 860.46 13.42 85.64 PS_1_1_36 1657.34 663.45 14.98 60.17 PS_1_1_37 1844.52 649.82 3.03 135.12 PS_1_1_38 622.65 613.07 11.54 137.33 PS_1_1_39 1861.41 453.33 25.57 141.35 PS_1_1_40 1362.13 784.12 55.82 130.02 PS_1_1_41 1666.16 538.33 58.02 124.47 PS_1_1_42 660.32 819.14 47.9 111.81 PS_1_1_43 900.47 568.83 6.85 78.83 PS_1_1_44 1063.2 598.81 8.01 122.63 PS_1_1_45 603.92 809.34 54.59 125.35 PS_1_1_46 1261.6 840.67 53.49 75.54 PS_1_1_47 861.62 510.55 35.92 126.78 PS_1_1_48 1203.05 849.38 0.04 83.62 PS_1_1_49 1700.3 595.35 12.39 86.81 PS_1_1_50 1309.15 533.1 36.32 99.62 PS_1_1_51 952.21 750.31 24.84 72.6 PS_1_1_52 894.72 721.82 22.5 98.72 PS_1_1_53 1169.81 545.61 13.97 109.22 PS_1_1_54 1338.26 554.9 46.47 88.28 PS_1_1_55 824.59 699.3 37.96 112.9 PS_1_1_56 1578.3 635.26 34.26 139.94 PS_1_1_57 742.5 436.33 41.85 101.02 PS_1_1_58 978.69 464.09 39.18 114.22 PS_1_1_59 936.35 570.74 43.51 109.72 PS_1_1_60 1768.84 845.81 52.48 83.2 PS_1_1_61 834.11 480.63 21.88 71.53 PS_1_1_62 1755.18 634.65 23.18 121.56 PS_1_1_63 1472.36 543.17 37.64 123.64 PS_1_1_64 765.07 708.67 3.81 74.85 PS_1_1_65 591.95 604.69 29.76 117.59 PS_1_1_66 852.73 492.36 58.23 87.57 PS_1_1_67 670.97 608.02 7.61 72.85 PS_1_1_68 1430.09 779.49 42.45 129
B-4 PS_1_1_69 1796.45 622.55 20.79 101.3 PS_1_1_70 1050.53 692.71 9.99 107.03 PS_1_1_71 1554.54 484.11 44.81 73.45 PS_1_1_72 1227.11 825.97 49.78 69.88 PS_1_1_73 1256.76 715.69 29.35 62.31 PS_1_1_74 1895.98 852.29 24.27 125.58 PS_1_1_75 736.34 740.71 5.24 133.18 PS_1_1_76 525.34 769.56 44.04 64.75 PS_1_1_77 1514.31 565.16 19.16 62.85 PS_1_1_78 1600.8 765.35 51.51 93.82 PS_1_1_79 769.74 802.41 15.71 98.41 PS_1_1_80 1296.77 831.16 32.44 70.87 PS_1_1_81 1454.29 617.23 49.81 84.68 PS_1_1_82 519.3 457.06 1.4 95.86 PS_1_1_83 1131 670.11 39.94 103.17 PS_1_1_84 489.35 757.57 21.14 127.2 PS_1_1_85 1229.1 492.98 19.77 82.68 PS_1_1_86 711.88 656.91 30.61 88.83 PS_1_1_87 1823.67 822.66 4.76 117.96 PS_1_1_88 1875.08 578.33 53.04 63.82 PS_1_1_89 1730.26 655.86 40.24 138.37 PS_1_1_90 965.61 797.63 13.11 67.71 PS_1_1_91 1184.4 668.09 38.48 68.53 PS_1_1_92 1109.24 688.04 50.56 141.65 PS_1_1_93 549.75 530.35 32.15 113.65 PS_1_1_94 1021.65 807.61 25.98 142.83 PS_1_1_95 1389.08 619.57 36.66 134.5 PS_1_1_96 1611.29 681.35 30.08 120.12 PS_1_1_97 1523.75 737.59 0.67 104.7 PS_1_1_98 786.5 743.63 48.01 136.15 PS_1_1_99 1636.42 791.03 35.24 103.77 PS_1_1_100 797.62 561.31 43.16 132.62 Table 2 - Sampled parameters for single-span PS suite 2. Bridge ID Span Length [in.] Width [in.] Skew [deg.] Girder Spacing [in.] PS_1_2_1 820.11 499.82 47.46 88.35 PS_1_2_2 724.89 756.07 44.7 136.05 PS_1_2_3 1030.24 610.39 54.46 89.69 PS_1_2_4 769.93 557.72 7.77 91.02 PS_1_2_5 501.18 736.53 39.54 110.19 PS_1_2_6 1461.81 475.61 46.64 93.16 PS_1_2_7 711.25 654.05 59.8 132.61 PS_1_2_8 1574.06 794.48 25.53 96.14 PS_1_2_9 1304.62 661 9.99 141.35 PS_1_2_10 1766.12 646.84 43.35 136.93 PS_1_2_11 1507.44 485.1 11.72 100.63
B-5 PS_1_2_12 751.24 847.7 10.38 118.76 PS_1_2_13 1907.45 481.16 22.64 103.92 PS_1_2_14 1453.66 600.71 2.4 139.14 PS_1_2_15 593.19 827.02 19.99 78.84 PS_1_2_16 1111.64 809.17 10.99 82.3 PS_1_2_17 1806.61 446.61 12.07 73.02 PS_1_2_18 1014.56 838.85 40.1 95.38 PS_1_2_19 618.97 859.47 14.88 127.42 PS_1_2_20 1226.11 562.82 51.46 94.79 PS_1_2_21 1079.71 456.78 48.34 60.41 PS_1_2_22 1633.27 743.42 24.39 88.59 PS_1_2_23 1069.39 714.26 49.67 67.41 PS_1_2_24 1712.99 576.32 58.87 128.06 PS_1_2_25 1434.09 538.2 18.62 133.23 PS_1_2_26 1866.08 595.2 0.68 112.21 PS_1_2_27 1859.14 570.16 36.57 103.56 PS_1_2_28 1286.97 684.58 23.76 98.71 PS_1_2_29 1649.18 852.97 29.16 109.3 PS_1_2_30 1168.45 707.57 58.52 62.9 PS_1_2_31 1664.25 804.06 3.11 97.62 PS_1_2_32 1323.63 754.28 4.54 86.34 PS_1_2_33 1203.78 672.4 31.84 142.03 PS_1_2_34 1846.77 471.59 6.64 122.04 PS_1_2_35 969.4 688.8 44.24 123.27 PS_1_2_36 573.14 750.26 31.26 116.8 PS_1_2_37 887.93 525.66 6.52 64.1 PS_1_2_38 1429.31 678.27 33.63 80.62 PS_1_2_39 1119.32 641.68 16.74 115.83 PS_1_2_40 1537.65 623.79 23.05 126.36 PS_1_2_41 1754.53 763.5 42.29 143.32 PS_1_2_42 1353.1 824.19 5.07 104.82 PS_1_2_43 999 582.4 34.88 70.07 PS_1_2_44 1174.67 450.05 38.27 62.3 PS_1_2_45 1187.03 651.68 21.89 76.13 PS_1_2_46 1483.03 668.08 28.24 91.79 PS_1_2_47 1780.2 545.43 7.85 92.23 PS_1_2_48 1143.38 800.14 33.27 134.89 PS_1_2_49 798.22 765.07 34.74 129.31 PS_1_2_50 1524.2 786.89 15.27 98.46 PS_1_2_51 873.66 441.09 17.57 106.34 PS_1_2_52 667.99 696.72 41.5 120.88 PS_1_2_53 982.99 511.98 47.15 68.16 PS_1_2_54 1091.25 816.06 5.92 113.4 PS_1_2_55 1412.97 435.32 45.5 84.4 PS_1_2_56 1679.44 701.23 26.73 85.52 PS_1_2_57 1050.42 721.84 15.63 137.35 PS_1_2_58 1141.75 506.92 57.67 101.8 PS_1_2_59 1381.79 574.2 9.25 125.37
B-6 PS_1_2_60 1362.73 710.69 32.92 70.7 PS_1_2_61 947.62 717.99 50.37 77.97 PS_1_2_62 783.23 606.06 45.66 131.05 PS_1_2_63 1587.67 531.99 55.05 110.62 PS_1_2_64 1267.96 515.85 55.46 120.21 PS_1_2_65 1629.27 437.24 50.58 94.42 PS_1_2_66 490.57 503.03 18.24 122.91 PS_1_2_67 1491.57 770.14 42.99 83.7 PS_1_2_68 708.44 658.04 3.62 114.02 PS_1_2_69 689.62 617.46 27.11 118.88 PS_1_2_70 835.54 739.86 52.48 69.21 PS_1_2_71 603.79 837.75 53.18 107.54 PS_1_2_72 1557.49 797.35 14.28 124.01 PS_1_2_73 1899.77 630.03 16.99 71.56 PS_1_2_74 1735.24 521.4 35.96 132.16 PS_1_2_75 1330.23 553.39 27.7 82.95 PS_1_2_76 630.02 495.67 30.77 74.92 PS_1_2_77 542.02 596.83 38.6 76.82 PS_1_2_78 554.55 617.85 40.74 105.84 PS_1_2_79 661.1 461.09 12.62 87.11 PS_1_2_80 1256.03 676.67 36.9 79.99 PS_1_2_81 536.38 544.01 41.32 111.98 PS_1_2_82 754.12 783.95 29.8 64.95 PS_1_2_83 1829.18 469.83 53.6 142.7 PS_1_2_84 1241.98 817.99 48.82 115.2 PS_1_2_85 997.15 634.95 2.83 126.54 PS_1_2_86 1600.49 830.96 8.66 61.32 PS_1_2_87 1696.92 490.07 30.28 75.76 PS_1_2_88 1879.66 638.41 51.66 134.36 PS_1_2_89 642.09 774.31 20.52 65.51 PS_1_2_90 1280.83 780.05 1.77 102.81 PS_1_2_91 864.78 694.22 13.26 138.78 PS_1_2_92 928.09 548.94 56.89 71.76 PS_1_2_93 909.24 590.96 21.28 66.68 PS_1_2_94 845.76 863.76 0.13 74.11 PS_1_2_95 511.92 843.93 57.01 99.53 PS_1_2_96 1796.5 725.76 19.54 129.95 PS_1_2_97 921.66 464.78 37.64 108.22 PS_1_2_98 1724.35 732.37 25.18 81.46 PS_1_2_99 1394.27 584.02 26.02 140.4 PS_1_2_100 1603.51 527.25 56.36 117.87
B-7 B.1.2 Section Properties Table 3 - Section properties for single-span PS suite 1. Bridge ID Section ID Section Depth, d [in.] Section Area, A [in.^2] Number of PS Strands Girder Concrete Compressive Strength, fc [psi] PS_1_1_1 PCBT85 85 1026.7 30 7000 PS_1_1_2 PCBT45 45 746.7 26 8000 PS_1_1_3 PCBT69 69 914.7 36 9000 PS_1_1_4 PCBT93 93 1082.7 44 9000 PS_1_1_5 PCBT29 29 643.7 14 5000 PS_1_1_6 PCBT45 45 746.7 28 9000 PS_1_1_7 PCBT29 29 643.7 14 5000 PS_1_1_8 PCBT77 77 970.7 38 9000 PS_1_1_9 PCBT93 93 1082.7 36 8000 PS_1_1_10 PCBT45 45 746.7 24 7000 PS_1_1_11 PCBT61 61 858.7 30 8000 PS_1_1_12 PCBT29 29 643.7 10 4000 PS_1_1_13 PCBT37 37 690.7 18 6000 PS_1_1_14 PCBT77 77 970.7 38 9000 PS_1_1_15 PCBT77 77 970.7 30 7000 PS_1_1_16 PCBT45 45 746.7 28 9000 PS_1_1_17 PCBT61 61 858.7 30 8000 PS_1_1_18 PCBT45 45 746.7 18 6000 PS_1_1_19 PCBT53 53 802.7 34 10000 PS_1_1_20 PCBT61 61 858.7 28 7000 PS_1_1_21 PCBT85 85 1026.7 34 8000 PS_1_1_22 PCBT45 45 746.7 20 6000 PS_1_1_23 PCBT45 45 746.7 34 10000 PS_1_1_24 PCBT29 29 643.7 10 4000 PS_1_1_25 PCBT29 29 643.7 16 6000 PS_1_1_26 PCBT53 53 802.7 32 9000 PS_1_1_27 PCBT45 45 746.7 28 8000 PS_1_1_28 PCBT37 37 690.7 30 10000 PS_1_1_29 PCBT53 53 802.7 28 8000 PS_1_1_30 PCBT93 93 1082.7 32 7000 PS_1_1_31 PCBT69 69 914.7 24 6000 PS_1_1_32 PCBT61 61 858.7 32 9000 PS_1_1_33 PCBT29 29 643.7 14 6000 PS_1_1_34 PCBT77 77 970.7 32 8000 PS_1_1_35 PCBT29 29 643.7 14 5000 PS_1_1_36 PCBT77 77 970.7 26 7000 PS_1_1_37 PCBT93 93 1082.7 44 10000 PS_1_1_38 PCBT29 29 643.7 18 7000 PS_1_1_39 PCBT93 93 1082.7 50 10000 PS_1_1_40 PCBT61 61 858.7 32 9000 PS_1_1_41 PCBT77 77 970.7 40 9000 PS_1_1_42 PCBT29 29 643.7 16 6000
B-8 PS_1_1_43 PCBT37 37 690.7 18 6000 PS_1_1_44 PCBT45 45 746.7 30 9000 PS_1_1_45 PCBT29 29 643.7 14 5000 PS_1_1_46 PCBT53 53 802.7 22 6000 PS_1_1_47 PCBT37 37 690.7 24 8000 PS_1_1_48 PCBT53 53 802.7 22 7000 PS_1_1_49 PCBT77 77 970.7 34 8000 PS_1_1_50 PCBT53 53 802.7 30 9000 PS_1_1_51 PCBT37 37 690.7 18 7000 PS_1_1_52 PCBT37 37 690.7 22 7000 PS_1_1_53 PCBT45 45 746.7 34 10000 PS_1_1_54 PCBT53 53 802.7 28 8000 PS_1_1_55 PCBT37 37 690.7 18 7000 PS_1_1_56 PCBT77 77 970.7 40 10000 PS_1_1_57 PCBT37 37 690.7 14 5000 PS_1_1_58 PCBT45 45 746.7 22 7000 PS_1_1_59 PCBT37 37 690.7 26 8000 PS_1_1_60 PCBT85 85 1026.7 30 7000 PS_1_1_61 PCBT37 37 690.7 14 5000 PS_1_1_62 PCBT85 85 1026.7 42 9000 PS_1_1_63 PCBT61 61 858.7 42 10000 PS_1_1_64 PCBT37 37 690.7 12 4000 PS_1_1_65 PCBT29 29 643.7 14 5000 PS_1_1_66 PCBT37 37 690.7 16 5000 PS_1_1_67 PCBT29 29 643.7 12 5000 PS_1_1_68 PCBT61 61 858.7 40 10000 PS_1_1_69 PCBT85 85 1026.7 38 8000 PS_1_1_70 PCBT45 45 746.7 24 8000 PS_1_1_71 PCBT69 69 914.7 26 7000 PS_1_1_72 PCBT53 53 802.7 22 6000 PS_1_1_73 PCBT53 53 802.7 22 6000 PS_1_1_74 PCBT93 93 1082.7 46 10000 PS_1_1_75 PCBT37 37 690.7 18 6000 PS_1_1_76 PCBT29 29 643.7 8 4000 PS_1_1_77 PCBT69 69 914.7 24 6000 PS_1_1_78 PCBT69 69 914.7 34 8000 PS_1_1_79 PCBT37 37 690.7 16 5000 PS_1_1_80 PCBT53 53 802.7 24 7000 PS_1_1_81 PCBT61 61 858.7 28 7000 PS_1_1_82 PCBT29 29 643.7 10 4000 PS_1_1_83 PCBT45 45 746.7 28 9000 PS_1_1_84 PCBT29 29 643.7 10 4000 PS_1_1_85 PCBT53 53 802.7 24 7000 PS_1_1_86 PCBT29 29 643.7 16 6000 PS_1_1_87 PCBT93 93 1082.7 40 9000 PS_1_1_88 PCBT93 93 1082.7 28 6000 PS_1_1_89 PCBT85 85 1026.7 42 9000 PS_1_1_90 PCBT45 45 746.7 16 5000
B-9 PS_1_1_91 PCBT45 45 746.7 24 7000 PS_1_1_92 PCBT45 45 746.7 34 10000 PS_1_1_93 PCBT29 29 643.7 12 5000 PS_1_1_94 PCBT45 45 746.7 30 9000 PS_1_1_95 PCBT61 61 858.7 38 10000 PS_1_1_96 PCBT69 69 914.7 44 10000 PS_1_1_97 PCBT69 69 914.7 36 9000 PS_1_1_98 PCBT37 37 690.7 20 7000 PS_1_1_99 PCBT77 77 970.7 36 8000 PS_1_1_100 PCBT37 37 690.7 20 7000 Table 4 - Section properties for single-span PS suite 2. Bridge ID Section ID Section Depth, d [in.] Section Area, A [in.^2] Number of PS Strands Girder Concrete Compressive Strength, fc [psi] PS_1_2_1 PCBT37 37 690.7 16 5000 PS_1_2_2 PCBT37 37 690.7 16 5000 PS_1_2_3 PCBT45 45 746.7 20 6000 PS_1_2_4 PCBT37 37 690.7 14 5000 PS_1_2_5 PCBT29 29 643.7 10 4000 PS_1_2_6 PCBT61 61 858.7 32 9000 PS_1_2_7 PCBT29 29 643.7 20 7000 PS_1_2_8 PCBT69 69 914.7 34 9000 PS_1_2_9 PCBT61 61 858.7 36 9000 PS_1_2_10 PCBT85 85 1026.7 46 10000 PS_1_2_11 PCBT69 69 914.7 34 8000 PS_1_2_12 PCBT37 37 690.7 18 6000 PS_1_2_13 PCBT93 93 1082.7 40 9000 PS_1_2_14 PCBT69 69 914.7 40 10000 PS_1_2_15 PCBT29 29 643.7 12 5000 PS_1_2_16 PCBT45 45 746.7 24 7000 PS_1_2_17 PCBT93 93 1082.7 28 7000 PS_1_2_18 PCBT45 45 746.7 20 7000 PS_1_2_19 PCBT29 29 643.7 16 6000 PS_1_2_20 PCBT53 53 802.7 26 7000 PS_1_2_21 PCBT45 45 746.7 18 6000 PS_1_2_22 PCBT77 77 970.7 32 8000 PS_1_2_23 PCBT45 45 746.7 18 6000 PS_1_2_24 PCBT77 77 970.7 42 10000 PS_1_2_25 PCBT69 69 914.7 36 9000 PS_1_2_26 PCBT93 93 1082.7 40 9000 PS_1_2_27 PCBT93 93 1082.7 36 8000 PS_1_2_28 PCBT53 53 802.7 32 9000 PS_1_2_29 PCBT77 77 970.7 36 8000 PS_1_2_30 PCBT45 45 746.7 22 7000 PS_1_2_31 PCBT77 77 970.7 36 8000 PS_1_2_32 PCBT53 53 802.7 30 8000
B-10 PS_1_2_33 PCBT53 53 802.7 36 10000 PS_1_2_34 PCBT93 93 1082.7 44 9000 PS_1_2_35 PCBT45 45 746.7 22 7000 PS_1_2_36 PCBT29 29 643.7 12 5000 PS_1_2_37 PCBT37 37 690.7 16 5000 PS_1_2_38 PCBT61 61 858.7 28 7000 PS_1_2_39 PCBT45 45 746.7 32 9000 PS_1_2_40 PCBT69 69 914.7 42 10000 PS_1_2_41 PCBT85 85 1026.7 46 10000 PS_1_2_42 PCBT53 53 802.7 36 10000 PS_1_2_43 PCBT45 45 746.7 16 5000 PS_1_2_44 PCBT45 45 746.7 22 7000 PS_1_2_45 PCBT45 45 746.7 26 8000 PS_1_2_46 PCBT61 61 858.7 34 9000 PS_1_2_47 PCBT85 85 1026.7 36 8000 PS_1_2_48 PCBT45 45 746.7 36 10000 PS_1_2_49 PCBT37 37 690.7 20 7000 PS_1_2_50 PCBT69 69 914.7 32 8000 PS_1_2_51 PCBT37 37 690.7 22 7000 PS_1_2_52 PCBT29 29 643.7 16 7000 PS_1_2_53 PCBT45 45 746.7 16 5000 PS_1_2_54 PCBT45 45 746.7 28 9000 PS_1_2_55 PCBT61 61 858.7 28 7000 PS_1_2_56 PCBT77 77 970.7 32 8000 PS_1_2_57 PCBT45 45 746.7 32 9000 PS_1_2_58 PCBT45 45 746.7 28 8000 PS_1_2_59 PCBT61 61 858.7 36 9000 PS_1_2_60 PCBT53 53 802.7 28 8000 PS_1_2_61 PCBT37 37 690.7 20 7000 PS_1_2_62 PCBT37 37 690.7 18 6000 PS_1_2_63 PCBT69 69 914.7 36 9000 PS_1_2_64 PCBT53 53 802.7 32 9000 PS_1_2_65 PCBT77 77 970.7 32 8000 PS_1_2_66 PCBT29 29 643.7 10 4000 PS_1_2_67 PCBT61 61 858.7 30 8000 PS_1_2_68 PCBT29 29 643.7 20 7000 PS_1_2_69 PCBT29 29 643.7 20 7000 PS_1_2_70 PCBT37 37 690.7 14 5000 PS_1_2_71 PCBT29 29 643.7 12 5000 PS_1_2_72 PCBT69 69 914.7 42 10000 PS_1_2_73 PCBT93 93 1082.7 32 7000 PS_1_2_74 PCBT85 85 1026.7 42 9000 PS_1_2_75 PCBT53 53 802.7 28 8000 PS_1_2_76 PCBT29 29 643.7 12 5000 PS_1_2_77 PCBT29 29 643.7 10 4000 PS_1_2_78 PCBT29 29 643.7 12 5000 PS_1_2_79 PCBT29 29 643.7 14 5000 PS_1_2_80 PCBT53 53 802.7 24 7000
B-11 PS_1_2_81 PCBT29 29 643.7 10 4000 PS_1_2_82 PCBT37 37 690.7 12 4000 PS_1_2_83 PCBT93 93 1082.7 44 9000 PS_1_2_84 PCBT53 53 802.7 30 8000 PS_1_2_85 PCBT45 45 746.7 26 8000 PS_1_2_86 PCBT69 69 914.7 28 7000 PS_1_2_87 PCBT77 77 970.7 30 7000 PS_1_2_88 PCBT93 93 1082.7 44 9000 PS_1_2_89 PCBT29 29 643.7 12 5000 PS_1_2_90 PCBT53 53 802.7 30 9000 PS_1_2_91 PCBT37 37 690.7 26 9000 PS_1_2_92 PCBT37 37 690.7 16 6000 PS_1_2_93 PCBT37 37 690.7 18 6000 PS_1_2_94 PCBT37 37 690.7 16 5000 PS_1_2_95 PCBT29 29 643.7 8 4000 PS_1_2_96 PCBT85 85 1026.7 46 10000 PS_1_2_97 PCBT37 37 690.7 24 8000 PS_1_2_98 PCBT77 77 970.7 32 8000 PS_1_2_99 PCBT61 61 858.7 42 10000 PS_1_2_100 PCBT69 69 914.7 42 10000
B-12 B.1.3 Strength I Flexure â SLG Demands and Ratings Table 5 - Strength I Flexure - SLG Demands & Rating - Single-Span PS Suite 1 Bridge ID Mn (+) [lb-in.] Int/Ext Factored DC1 + DC2 (+) [lb-in.] Int/Ext Factored LL (+) [lb-in.] Int/Ext St1M Inventory Rating (+) Int/Ext PS_1_1_1 1.47e+08 / 1.47e+08 7.09e+07 / 7.09e+07 5.67e+07 / 5.67e+07 1.35 / 1.34 PS_1_1_2 7.07e+07 / 6.94e+07 2.85e+07 / 2.85e+07 3.23e+07 / 3.23e+07 1.31 / 1.27 PS_1_1_3 1.48e+08 / 1.46e+08 6.03e+07 / 6.03e+07 6.54e+07 / 6.54e+07 1.35 / 1.30 PS_1_1_4 2.35e+08 / 2.30e+08 9.99e+07 / 9.99e+07 9.51e+07 / 9.51e+07 1.42 / 1.37 PS_1_1_5 2.73e+07 / 2.69e+07 7.39e+06 / 7.39e+06 1.64e+07 / 1.64e+07 1.22 / 1.19 PS_1_1_6 7.57e+07 / 7.41e+07 2.69e+07 / 2.69e+07 4.18e+07 / 4.18e+07 1.17 / 1.13 PS_1_1_7 2.74e+07 / 2.71e+07 8.62e+06 / 8.62e+06 1.59e+07 / 1.59e+07 1.19 / 1.17 PS_1_1_8 1.73e+08 / 1.70e+08 7.75e+07 / 7.75e+07 6.47e+07 / 6.47e+07 1.47 / 1.42 PS_1_1_9 1.96e+08 / 1.93e+08 9.76e+07 / 9.76e+07 6.28e+07 / 6.28e+07 1.56 / 1.52 PS_1_1_10 6.59e+07 / 6.47e+07 2.50e+07 / 2.50e+07 3.22e+07 / 3.22e+07 1.27 / 1.23 PS_1_1_11 1.08e+08 / 1.06e+08 4.64e+07 / 4.64e+07 4.81e+07 / 4.81e+07 1.28 / 1.25 PS_1_1_12 2.03e+07 / 2.00e+07 6.01e+06 / 6.01e+06 1.17e+07 / 1.17e+07 1.22 / 1.20 PS_1_1_13 4.27e+07 / 4.22e+07 1.57e+07 / 1.57e+07 2.22e+07 / 2.22e+07 1.21 / 1.19 PS_1_1_14 1.74e+08 / 1.71e+08 7.61e+07 / 7.61e+07 6.74e+07 / 6.74e+07 1.45 / 1.40 PS_1_1_15 1.34e+08 / 1.33e+08 6.37e+07 / 6.37e+07 5.47e+07 / 5.47e+07 1.29 / 1.27 PS_1_1_16 7.66e+07 / 7.51e+07 3.07e+07 / 3.07e+07 3.45e+07 / 3.45e+07 1.33 / 1.29 PS_1_1_17 1.09e+08 / 1.07e+08 4.83e+07 / 4.83e+07 4.50e+07 / 4.50e+07 1.34 / 1.31 PS_1_1_18 4.95e+07 / 4.91e+07 1.86e+07 / 1.86e+07 2.66e+07 / 2.66e+07 1.16 / 1.14 PS_1_1_19 1.05e+08 / 1.03e+08 4.14e+07 / 4.14e+07 5.00e+07 / 5.00e+07 1.27 / 1.23 PS_1_1_20 9.91e+07 / 9.89e+07 4.32e+07 / 4.32e+07 4.30e+07 / 4.30e+07 1.30 / 1.30 PS_1_1_21 1.70e+08 / 1.68e+08 7.90e+07 / 7.90e+07 6.62e+07 / 6.62e+07 1.37 / 1.34 PS_1_1_22 5.43e+07 / 5.41e+07 2.11e+07 / 2.11e+07 2.78e+07 / 2.78e+07 1.20 / 1.19 PS_1_1_23 9.13e+07 / 8.89e+07 3.46e+07 / 3.46e+07 3.76e+07 / 3.76e+07 1.51 / 1.45 PS_1_1_24 1.95e+07 / 1.93e+07 6.00e+06 / 6.00e+06 1.08e+07 / 1.08e+07 1.24 / 1.23 PS_1_1_25 3.06e+07 / 3.01e+07 9.85e+06 / 9.85e+06 1.82e+07 / 1.82e+07 1.14 / 1.11 PS_1_1_26 1.01e+08 / 9.91e+07 3.97e+07 / 3.97e+07 4.35e+07 / 4.35e+07 1.41 / 1.37 PS_1_1_27 7.74e+07 / 7.59e+07 2.86e+07 / 2.86e+07 3.77e+07 / 3.77e+07 1.30 / 1.26 PS_1_1_28 6.76e+07 / 6.57e+07 2.22e+07 / 2.22e+07 3.61e+07 / 3.61e+07 1.26 / 1.21 PS_1_1_29 8.68e+07 / 8.57e+07 3.69e+07 / 3.70e+07 3.99e+07 / 3.99e+07 1.25 / 1.22 PS_1_1_30 1.72e+08 / 1.71e+08 8.48e+07 / 8.48e+07 6.66e+07 / 6.66e+07 1.31 / 1.29 PS_1_1_31 9.69e+07 / 9.66e+07 4.86e+07 / 4.86e+07 3.90e+07 / 3.90e+07 1.24 / 1.23 PS_1_1_32 1.14e+08 / 1.12e+08 4.91e+07 / 4.91e+07 5.19e+07 / 5.19e+07 1.25 / 1.21 PS_1_1_33 2.76e+07 / 2.72e+07 9.31e+06 / 9.31e+06 1.72e+07 / 1.72e+07 1.06 / 1.04 PS_1_1_34 1.43e+08 / 1.42e+08 6.71e+07 / 6.71e+07 5.59e+07 / 5.59e+07 1.36 / 1.33 PS_1_1_35 2.71e+07 / 2.68e+07 9.09e+06 / 9.09e+06 1.66e+07 / 1.66e+07 1.09 / 1.07 PS_1_1_36 1.17e+08 / 1.17e+08 5.75e+07 / 5.75e+07 5.06e+07 / 5.06e+07 1.18 / 1.18 PS_1_1_37 2.35e+08 / 2.30e+08 1.03e+08 / 1.03e+08 9.67e+07 / 9.67e+07 1.37 / 1.32 PS_1_1_38 3.44e+07 / 3.37e+07 9.89e+06 / 9.89e+06 2.10e+07 / 2.10e+07 1.17 / 1.13 PS_1_1_39 2.64e+08 / 2.57e+08 1.11e+08 / 1.11e+08 1.00e+08 / 1.00e+08 1.53 / 1.46 PS_1_1_40 1.16e+08 / 1.14e+08 5.03e+07 / 5.03e+07 4.84e+07 / 4.84e+07 1.36 / 1.32
B-13 PS_1_1_41 1.82e+08 / 1.78e+08 8.31e+07 / 8.31e+07 6.07e+07 / 6.07e+07 1.63 / 1.57 PS_1_1_42 3.07e+07 / 3.02e+07 9.56e+06 / 9.56e+06 1.70e+07 / 1.70e+07 1.24 / 1.21 PS_1_1_43 4.25e+07 / 4.21e+07 1.61e+07 / 1.61e+07 2.25e+07 / 2.25e+07 1.17 / 1.16 PS_1_1_44 8.28e+07 / 8.09e+07 2.94e+07 / 2.94e+07 3.96e+07 / 3.96e+07 1.35 / 1.30 PS_1_1_45 2.79e+07 / 2.75e+07 8.96e+06 / 8.96e+06 1.50e+07 / 1.50e+07 1.27 / 1.24 PS_1_1_46 6.99e+07 / 6.93e+07 3.14e+07 / 3.14e+07 3.13e+07 / 3.13e+07 1.23 / 1.21 PS_1_1_47 5.62e+07 / 5.50e+07 1.90e+07 / 1.90e+07 2.86e+07 / 2.86e+07 1.30 / 1.26 PS_1_1_48 7.08e+07 / 7.00e+07 3.04e+07 / 3.04e+07 3.60e+07 / 3.60e+07 1.12 / 1.10 PS_1_1_49 1.52e+08 / 1.51e+08 6.98e+07 / 6.98e+07 6.02e+07 / 6.02e+07 1.37 / 1.34 PS_1_1_50 9.36e+07 / 9.19e+07 3.86e+07 / 3.86e+07 4.39e+07 / 4.39e+07 1.25 / 1.21 PS_1_1_51 4.11e+07 / 4.07e+07 1.61e+07 / 1.61e+07 2.35e+07 / 2.35e+07 1.06 / 1.05 PS_1_1_52 5.12e+07 / 5.03e+07 1.75e+07 / 1.75e+07 2.70e+07 / 2.70e+07 1.25 / 1.22 PS_1_1_53 9.14e+07 / 8.92e+07 3.33e+07 / 3.33e+07 4.23e+07 / 4.23e+07 1.37 / 1.32 PS_1_1_54 8.73e+07 / 8.60e+07 3.79e+07 / 3.79e+07 3.96e+07 / 3.96e+07 1.25 / 1.21 PS_1_1_55 4.24e+07 / 4.17e+07 1.53e+07 / 1.53e+07 2.51e+07 / 2.51e+07 1.08 / 1.05 PS_1_1_56 1.82e+08 / 1.79e+08 7.86e+07 / 7.86e+07 7.19e+07 / 7.19e+07 1.44 / 1.39 PS_1_1_57 3.34e+07 / 3.30e+07 1.19e+07 / 1.19e+07 1.99e+07 / 1.99e+07 1.08 / 1.06 PS_1_1_58 6.18e+07 / 6.08e+07 2.37e+07 / 2.37e+07 3.16e+07 / 3.16e+07 1.20 / 1.17 PS_1_1_59 5.99e+07 / 5.86e+07 2.05e+07 / 2.05e+07 2.83e+07 / 2.83e+07 1.39 / 1.34 PS_1_1_60 1.50e+08 / 1.48e+08 7.56e+07 / 7.56e+07 5.42e+07 / 5.42e+07 1.37 / 1.34 PS_1_1_61 3.37e+07 / 3.35e+07 1.32e+07 / 1.32e+07 1.94e+07 / 1.94e+07 1.06 / 1.05 PS_1_1_62 2.07e+08 / 2.04e+08 8.87e+07 / 8.87e+07 8.13e+07 / 8.13e+07 1.46 / 1.41 PS_1_1_63 1.48e+08 / 1.45e+08 5.84e+07 / 5.84e+07 5.88e+07 / 5.88e+07 1.53 / 1.46 PS_1_1_64 2.93e+07 / 2.91e+07 1.13e+07 / 1.13e+07 1.75e+07 / 1.75e+07 1.03 / 1.02 PS_1_1_65 2.80e+07 / 2.76e+07 8.45e+06 / 8.45e+06 1.70e+07 / 1.70e+07 1.15 / 1.12 PS_1_1_66 3.79e+07 / 3.75e+07 1.48e+07 / 1.48e+07 1.89e+07 / 1.89e+07 1.22 / 1.20 PS_1_1_67 2.30e+07 / 2.29e+07 7.92e+06 / 7.92e+06 1.45e+07 / 1.45e+07 1.04 / 1.03 PS_1_1_68 1.44e+08 / 1.41e+08 5.77e+07 / 5.77e+07 5.64e+07 / 5.64e+07 1.54 / 1.48 PS_1_1_69 1.86e+08 / 1.83e+08 8.28e+07 / 8.28e+07 7.41e+07 / 7.41e+07 1.40 / 1.36 PS_1_1_70 6.59e+07 / 6.48e+07 2.51e+07 / 2.51e+07 3.61e+07 / 3.61e+07 1.13 / 1.10 PS_1_1_71 1.05e+08 / 1.04e+08 5.13e+07 / 5.13e+07 4.37e+07 / 4.37e+07 1.23 / 1.21 PS_1_1_72 7.06e+07 / 7.02e+07 3.00e+07 / 3.00e+07 3.06e+07 / 3.06e+07 1.33 / 1.31 PS_1_1_73 6.93e+07 / 6.92e+07 2.94e+07 / 2.94e+07 3.43e+07 / 3.43e+07 1.16 / 1.16 PS_1_1_74 2.48e+08 / 2.44e+08 1.09e+08 / 1.09e+08 9.20e+07 / 9.20e+07 1.51 / 1.46 PS_1_1_75 4.29e+07 / 4.22e+07 1.37e+07 / 1.37e+07 2.63e+07 / 2.63e+07 1.11 / 1.08 PS_1_1_76 1.56e+07 / 1.56e+07 4.49e+06 / 4.49e+06 8.84e+06 / 8.84e+06 1.26 / 1.25 PS_1_1_77 9.71e+07 / 9.69e+07 4.63e+07 / 4.63e+07 4.47e+07 / 4.47e+07 1.14 / 1.13 PS_1_1_78 1.38e+08 / 1.36e+08 6.27e+07 / 6.27e+07 5.25e+07 / 5.25e+07 1.43 / 1.39 PS_1_1_79 3.85e+07 / 3.80e+07 1.29e+07 / 1.29e+07 2.18e+07 / 2.18e+07 1.17 / 1.15 PS_1_1_80 7.59e+07 / 7.54e+07 3.31e+07 / 3.31e+07 3.51e+07 / 3.51e+07 1.22 / 1.21 PS_1_1_81 1.01e+08 / 9.94e+07 4.60e+07 / 4.60e+07 4.23e+07 / 4.23e+07 1.29 / 1.26 PS_1_1_82 1.95e+07 / 1.93e+07 5.41e+06 / 5.41e+06 1.27e+07 / 1.27e+07 1.11 / 1.09 PS_1_1_83 7.69e+07 / 7.54e+07 2.99e+07 / 2.99e+07 3.63e+07 / 3.63e+07 1.30 / 1.25 PS_1_1_84 2.03e+07 / 2.01e+07 6.02e+06 / 6.02e+06 1.39e+07 / 1.39e+07 1.03 / 1.01 PS_1_1_85 7.61e+07 / 7.53e+07 3.18e+07 / 3.18e+07 3.69e+07 / 3.69e+07 1.20 / 1.18 PS_1_1_86 3.05e+07 / 3.01e+07 9.99e+06 / 9.99e+06 1.72e+07 / 1.72e+07 1.19 / 1.17 PS_1_1_87 2.17e+08 / 2.14e+08 9.70e+07 / 9.70e+07 8.41e+07 / 8.41e+07 1.43 / 1.39 PS_1_1_88 1.52e+08 / 1.51e+08 8.05e+07 / 8.05e+07 5.44e+07 / 5.44e+07 1.31 / 1.30
B-14 PS_1_1_89 2.06e+08 / 2.02e+08 8.98e+07 / 8.98e+07 8.11e+07 / 8.11e+07 1.43 / 1.39 PS_1_1_90 4.48e+07 / 4.46e+07 1.71e+07 / 1.71e+07 2.38e+07 / 2.38e+07 1.16 / 1.15 PS_1_1_91 6.35e+07 / 6.31e+07 2.53e+07 / 2.53e+07 3.03e+07 / 3.03e+07 1.26 / 1.25 PS_1_1_92 9.28e+07 / 9.03e+07 3.49e+07 / 3.49e+07 3.99e+07 / 3.99e+07 1.45 / 1.39 PS_1_1_93 2.36e+07 / 2.33e+07 6.79e+06 / 6.79e+06 1.45e+07 / 1.45e+07 1.16 / 1.14 PS_1_1_94 8.18e+07 / 7.99e+07 2.83e+07 / 2.83e+07 4.30e+07 / 4.30e+07 1.24 / 1.20 PS_1_1_95 1.35e+08 / 1.32e+08 5.30e+07 / 5.30e+07 5.87e+07 / 5.87e+07 1.40 / 1.35 PS_1_1_96 1.76e+08 / 1.72e+08 7.19e+07 / 7.19e+07 6.74e+07 / 6.74e+07 1.55 / 1.49 PS_1_1_97 1.47e+08 / 1.44e+08 6.10e+07 / 6.10e+07 5.97e+07 / 5.97e+07 1.44 / 1.39 PS_1_1_98 4.80e+07 / 4.71e+07 1.66e+07 / 1.66e+07 2.48e+07 / 2.48e+07 1.26 / 1.23 PS_1_1_99 1.63e+08 / 1.61e+08 7.16e+07 / 7.16e+07 6.24e+07 / 6.24e+07 1.47 / 1.43 PS_1_1_100 4.82e+07 / 4.74e+07 1.72e+07 / 1.72e+07 2.56e+07 / 2.56e+07 1.21 / 1.18 Table 6 - Strength I Flexure - SLG Demands & Rating - Single-Span PS Suite 2 Bridge ID Mn (+) [lb-in.] Int/Ext Factored DC1 + DC2 (+) [lb-in.] Int/Ext Factored LL (+) [lb-in.] Int/Ext St1M Inventory Rating (+) Int/Ext PS_1_2_1 3.86e+07 / 3.81e+07 1.43e+07 / 1.43e+07 1.97e+07 / 1.97e+07 1.23 / 1.21 PS_1_2_2 3.79e+07 / 3.74e+07 1.30e+07 / 1.30e+07 2.31e+07 / 2.31e+07 1.08 / 1.05 PS_1_2_3 5.53e+07 / 5.46e+07 2.20e+07 / 2.20e+07 2.63e+07 / 2.63e+07 1.26 / 1.24 PS_1_2_4 3.41e+07 / 3.38e+07 1.27e+07 / 1.27e+07 2.05e+07 / 2.05e+07 1.04 / 1.03 PS_1_2_5 2.03e+07 / 2.00e+07 5.73e+06 / 5.73e+06 1.18e+07 / 1.18e+07 1.23 / 1.21 PS_1_2_6 1.16e+08 / 1.14e+08 5.23e+07 / 5.23e+07 4.73e+07 / 4.73e+07 1.35 / 1.31 PS_1_2_7 3.74e+07 / 3.66e+07 1.23e+07 / 1.23e+07 1.82e+07 / 1.82e+07 1.38 / 1.34 PS_1_2_8 1.38e+08 / 1.36e+08 6.06e+07 / 6.06e+07 5.88e+07 / 5.88e+07 1.31 / 1.27 PS_1_2_9 1.29e+08 / 1.26e+08 4.78e+07 / 4.78e+07 6.07e+07 / 6.07e+07 1.33 / 1.29 PS_1_2_10 2.27e+08 / 2.23e+08 9.83e+07 / 9.83e+07 7.98e+07 / 7.98e+07 1.62 / 1.56 PS_1_2_11 1.38e+08 / 1.36e+08 5.78e+07 / 5.78e+07 5.73e+07 / 5.73e+07 1.40 / 1.36 PS_1_2_12 4.21e+07 / 4.14e+07 1.27e+07 / 1.27e+07 2.52e+07 / 2.52e+07 1.16 / 1.14 PS_1_2_13 2.16e+08 / 2.13e+08 1.01e+08 / 1.01e+08 8.19e+07 / 8.19e+07 1.40 / 1.36 PS_1_2_14 1.64e+08 / 1.60e+08 6.54e+07 / 6.54e+07 6.77e+07 / 6.77e+07 1.45 / 1.40 PS_1_2_15 2.29e+07 / 2.27e+07 6.20e+06 / 6.20e+06 1.33e+07 / 1.33e+07 1.26 / 1.24 PS_1_2_16 6.51e+07 / 6.43e+07 2.46e+07 / 2.46e+07 3.16e+07 / 3.16e+07 1.28 / 1.26 PS_1_2_17 1.53e+08 / 1.52e+08 7.97e+07 / 7.97e+07 5.84e+07 / 5.84e+07 1.26 / 1.24 PS_1_2_18 5.64e+07 / 5.57e+07 2.28e+07 / 2.28e+07 2.93e+07 / 2.93e+07 1.15 / 1.12 PS_1_2_19 3.13e+07 / 3.07e+07 9.32e+06 / 9.32e+06 1.94e+07 / 1.94e+07 1.13 / 1.10 PS_1_2_20 8.33e+07 / 8.20e+07 3.44e+07 / 3.44e+07 3.60e+07 / 3.60e+07 1.36 / 1.32 PS_1_2_21 4.91e+07 / 4.91e+07 2.06e+07 / 2.06e+07 2.54e+07 / 2.54e+07 1.12 / 1.12 PS_1_2_22 1.45e+08 / 1.43e+08 6.55e+07 / 6.55e+07 5.79e+07 / 5.79e+07 1.37 / 1.34 PS_1_2_23 5.01e+07 / 4.99e+07 2.14e+07 / 2.14e+07 2.51e+07 / 2.51e+07 1.14 / 1.13 PS_1_2_24 1.90e+08 / 1.86e+08 8.76e+07 / 8.76e+07 6.30e+07 / 6.30e+07 1.62 / 1.56 PS_1_2_25 1.46e+08 / 1.44e+08 5.95e+07 / 5.95e+07 6.57e+07 / 6.57e+07 1.32 / 1.28 PS_1_2_26 2.16e+08 / 2.13e+08 9.94e+07 / 9.94e+07 8.39e+07 / 8.39e+07 1.39 / 1.35 PS_1_2_27 1.94e+08 / 1.92e+08 9.20e+07 / 9.20e+07 7.49e+07 / 7.49e+07 1.37 / 1.33 PS_1_2_28 1.01e+08 / 9.94e+07 3.93e+07 / 3.93e+07 4.51e+07 / 4.51e+07 1.37 / 1.33
B-15 PS_1_2_29 1.61e+08 / 1.58e+08 6.87e+07 / 6.87e+07 6.96e+07 / 6.96e+07 1.33 / 1.29 PS_1_2_30 6.00e+07 / 5.98e+07 2.52e+07 / 2.52e+07 2.70e+07 / 2.70e+07 1.29 / 1.28 PS_1_2_31 1.62e+08 / 1.60e+08 7.07e+07 / 7.07e+07 6.44e+07 / 6.44e+07 1.42 / 1.38 PS_1_2_32 9.42e+07 / 9.28e+07 3.81e+07 / 3.81e+07 4.20e+07 / 4.20e+07 1.34 / 1.30 PS_1_2_33 1.14e+08 / 1.11e+08 4.17e+07 / 4.17e+07 5.02e+07 / 5.02e+07 1.44 / 1.38 PS_1_2_34 2.38e+08 / 2.34e+08 1.04e+08 / 1.04e+08 8.73e+07 / 8.73e+07 1.53 / 1.49 PS_1_2_35 6.21e+07 / 6.10e+07 2.38e+07 / 2.38e+07 3.21e+07 / 3.21e+07 1.19 / 1.16 PS_1_2_36 2.36e+07 / 2.33e+07 7.43e+06 / 7.43e+06 1.57e+07 / 1.57e+07 1.03 / 1.01 PS_1_2_37 3.66e+07 / 3.65e+07 1.34e+07 / 1.34e+07 2.10e+07 / 2.10e+07 1.10 / 1.10 PS_1_2_38 1.01e+08 / 9.95e+07 4.38e+07 / 4.38e+07 4.24e+07 / 4.24e+07 1.34 / 1.32 PS_1_2_39 8.58e+07 / 8.37e+07 2.97e+07 / 2.97e+07 4.13e+07 / 4.13e+07 1.36 / 1.31 PS_1_2_40 1.70e+08 / 1.66e+08 6.84e+07 / 6.84e+07 6.75e+07 / 6.75e+07 1.51 / 1.45 PS_1_2_41 2.26e+08 / 2.21e+08 9.76e+07 / 9.76e+07 8.26e+07 / 8.26e+07 1.55 / 1.50 PS_1_2_42 1.11e+08 / 1.08e+08 4.19e+07 / 4.19e+07 5.06e+07 / 5.06e+07 1.36 / 1.31 PS_1_2_43 4.45e+07 / 4.43e+07 1.85e+07 / 1.85e+07 2.40e+07 / 2.40e+07 1.08 / 1.07 PS_1_2_44 5.90e+07 / 5.89e+07 2.51e+07 / 2.51e+07 2.98e+07 / 2.98e+07 1.14 / 1.13 PS_1_2_45 6.97e+07 / 6.89e+07 2.75e+07 / 2.75e+07 3.23e+07 / 3.23e+07 1.31 / 1.28 PS_1_2_46 1.21e+08 / 1.19e+08 5.06e+07 / 5.06e+07 5.21e+07 / 5.21e+07 1.35 / 1.31 PS_1_2_47 1.78e+08 / 1.76e+08 8.13e+07 / 8.13e+07 6.78e+07 / 6.78e+07 1.42 / 1.39 PS_1_2_48 9.47e+07 / 9.21e+07 3.34e+07 / 3.34e+07 4.50e+07 / 4.50e+07 1.36 / 1.31 PS_1_2_49 4.79e+07 / 4.71e+07 1.64e+07 / 1.64e+07 2.63e+07 / 2.63e+07 1.20 / 1.16 PS_1_2_50 1.29e+08 / 1.27e+08 5.51e+07 / 5.51e+07 5.72e+07 / 5.72e+07 1.29 / 1.26 PS_1_2_51 5.21e+07 / 5.12e+07 1.84e+07 / 1.84e+07 2.74e+07 / 2.74e+07 1.23 / 1.19 PS_1_2_52 3.10e+07 / 3.04e+07 1.04e+07 / 1.04e+07 1.90e+07 / 1.90e+07 1.09 / 1.06 PS_1_2_53 4.52e+07 / 4.50e+07 1.85e+07 / 1.85e+07 2.25e+07 / 2.25e+07 1.19 / 1.18 PS_1_2_54 7.67e+07 / 7.51e+07 2.82e+07 / 2.82e+07 3.92e+07 / 3.92e+07 1.24 / 1.20 PS_1_2_55 1.02e+08 / 1.01e+08 4.58e+07 / 4.58e+07 4.15e+07 / 4.15e+07 1.35 / 1.32 PS_1_2_56 1.45e+08 / 1.43e+08 6.87e+07 / 6.87e+07 5.83e+07 / 5.83e+07 1.31 / 1.28 PS_1_2_57 8.70e+07 / 8.48e+07 2.98e+07 / 2.98e+07 4.29e+07 / 4.29e+07 1.33 / 1.28 PS_1_2_58 7.71e+07 / 7.56e+07 3.08e+07 / 3.08e+07 3.26e+07 / 3.26e+07 1.42 / 1.37 PS_1_2_59 1.29e+08 / 1.26e+08 5.04e+07 / 5.04e+07 5.93e+07 / 5.93e+07 1.32 / 1.27 PS_1_2_60 8.80e+07 / 8.73e+07 3.77e+07 / 3.77e+07 3.77e+07 / 3.77e+07 1.34 / 1.32 PS_1_2_61 4.65e+07 / 4.60e+07 1.75e+07 / 1.75e+07 2.15e+07 / 2.15e+07 1.35 / 1.32 PS_1_2_62 4.26e+07 / 4.19e+07 1.52e+07 / 1.52e+07 2.48e+07 / 2.48e+07 1.10 / 1.07 PS_1_2_63 1.45e+08 / 1.42e+08 6.43e+07 / 6.43e+07 5.50e+07 / 5.50e+07 1.46 / 1.42 PS_1_2_64 1.01e+08 / 9.90e+07 4.13e+07 / 4.13e+07 4.17e+07 / 4.17e+07 1.44 / 1.38 PS_1_2_65 1.45e+08 / 1.43e+08 6.72e+07 / 6.72e+07 5.39e+07 / 5.39e+07 1.44 / 1.41 PS_1_2_66 2.02e+07 / 1.99e+07 5.93e+06 / 5.93e+06 1.37e+07 / 1.37e+07 1.04 / 1.02 PS_1_2_67 1.06e+08 / 1.05e+08 4.70e+07 / 4.70e+07 4.52e+07 / 4.52e+07 1.31 / 1.28 PS_1_2_68 3.73e+07 / 3.64e+07 1.10e+07 / 1.10e+07 2.17e+07 / 2.17e+07 1.21 / 1.17 PS_1_2_69 3.82e+07 / 3.73e+07 1.13e+07 / 1.13e+07 2.12e+07 / 2.12e+07 1.26 / 1.22 PS_1_2_70 3.27e+07 / 3.25e+07 1.20e+07 / 1.20e+07 1.71e+07 / 1.71e+07 1.21 / 1.20 PS_1_2_71 2.39e+07 / 2.36e+07 8.09e+06 / 8.09e+06 1.38e+07 / 1.38e+07 1.15 / 1.12 PS_1_2_72 1.69e+08 / 1.65e+08 6.75e+07 / 6.75e+07 6.84e+07 / 6.84e+07 1.49 / 1.43 PS_1_2_73 1.73e+08 / 1.72e+08 8.64e+07 / 8.64e+07 6.26e+07 / 6.26e+07 1.38 / 1.36 PS_1_2_74 2.08e+08 / 2.04e+08 9.19e+07 / 9.19e+07 7.93e+07 / 7.93e+07 1.46 / 1.41 PS_1_2_75 8.75e+07 / 8.64e+07 3.69e+07 / 3.69e+07 4.08e+07 / 4.08e+07 1.24 / 1.21 PS_1_2_76 2.30e+07 / 2.29e+07 7.08e+06 / 7.08e+06 1.31e+07 / 1.31e+07 1.21 / 1.20
B-16 PS_1_2_77 1.96e+07 / 1.95e+07 5.37e+06 / 5.37e+06 1.05e+07 / 1.05e+07 1.36 / 1.35 PS_1_2_78 2.38e+07 / 2.35e+07 6.75e+06 / 6.75e+06 1.34e+07 / 1.34e+07 1.28 / 1.25 PS_1_2_79 2.71e+07 / 2.67e+07 8.66e+06 / 8.66e+06 1.60e+07 / 1.60e+07 1.15 / 1.13 PS_1_2_80 7.60e+07 / 7.52e+07 3.23e+07 / 3.23e+07 3.50e+07 / 3.50e+07 1.25 / 1.22 PS_1_2_81 2.03e+07 / 2.01e+07 6.80e+06 / 6.80e+06 1.30e+07 / 1.30e+07 1.04 / 1.02 PS_1_2_82 2.81e+07 / 2.81e+07 9.47e+06 / 9.47e+06 1.66e+07 / 1.66e+07 1.12 / 1.12 PS_1_2_83 2.35e+08 / 2.31e+08 1.06e+08 / 1.06e+08 8.09e+07 / 8.09e+07 1.59 / 1.54 PS_1_2_84 9.55e+07 / 9.36e+07 3.80e+07 / 3.80e+07 4.20e+07 / 4.20e+07 1.37 / 1.33 PS_1_2_85 7.33e+07 / 7.19e+07 2.67e+07 / 2.67e+07 3.72e+07 / 3.72e+07 1.25 / 1.21 PS_1_2_86 1.11e+08 / 1.11e+08 5.03e+07 / 5.03e+07 4.83e+07 / 4.83e+07 1.26 / 1.26 PS_1_2_87 1.34e+08 / 1.33e+08 6.49e+07 / 6.49e+07 5.26e+07 / 5.26e+07 1.31 / 1.29 PS_1_2_88 2.37e+08 / 2.33e+08 1.10e+08 / 1.10e+08 8.17e+07 / 8.17e+07 1.56 / 1.50 PS_1_2_89 2.30e+07 / 2.29e+07 6.86e+06 / 6.86e+06 1.31e+07 / 1.31e+07 1.23 / 1.23 PS_1_2_90 9.47e+07 / 9.29e+07 3.79e+07 / 3.79e+07 4.62e+07 / 4.62e+07 1.23 / 1.19 PS_1_2_91 6.12e+07 / 5.98e+07 2.05e+07 / 2.05e+07 3.26e+07 / 3.26e+07 1.25 / 1.20 PS_1_2_92 3.73e+07 / 3.71e+07 1.57e+07 / 1.57e+07 1.95e+07 / 1.95e+07 1.11 / 1.10 PS_1_2_93 4.19e+07 / 4.17e+07 1.51e+07 / 1.51e+07 2.18e+07 / 2.18e+07 1.23 / 1.22 PS_1_2_94 3.71e+07 / 3.68e+07 1.27e+07 / 1.27e+07 2.04e+07 / 2.04e+07 1.19 / 1.18 PS_1_2_95 1.57e+07 / 1.56e+07 5.23e+06 / 5.23e+06 9.90e+06 / 9.90e+06 1.06 / 1.05 PS_1_2_96 2.23e+08 / 2.18e+08 9.24e+07 / 9.24e+07 8.95e+07 / 8.95e+07 1.46 / 1.40 PS_1_2_97 5.44e+07 / 5.32e+07 1.88e+07 / 1.88e+07 2.84e+07 / 2.84e+07 1.25 / 1.21 PS_1_2_98 1.42e+08 / 1.41e+08 6.70e+07 / 6.70e+07 5.91e+07 / 5.91e+07 1.27 / 1.25 PS_1_2_99 1.48e+08 / 1.44e+08 5.55e+07 / 5.55e+07 6.51e+07 / 6.51e+07 1.42 / 1.36 PS_1_2_100 1.70e+08 / 1.66e+08 7.31e+07 / 7.31e+07 5.77e+07 / 5.77e+07 1.67 / 1.61
B-17 B.1.4 Strength I Shear â SLG Demands and Ratings Table 7 - Strength I Shear - SLG Demands & Rating - Single-Span PS Suite 1 Bridge ID Vn [lb.] Int/Ext Factored DC1 + DC2 [lb.] Int/Ext Factored LL [lb.] Int/Ext St1V Inventory Rating Int/Ext PS_1_1_1 3.70e+05 / 3.70e+05 1.52e+05 / 1.52e+05 1.74e+05 / 1.74e+05 1.04 / 1.04 PS_1_1_2 3.76e+05 / 3.76e+05 9.54e+04 / 9.54e+04 2.36e+05 / 2.36e+05 1.03 / 1.03 PS_1_1_3 4.94e+05 / 4.94e+05 1.64e+05 / 1.64e+05 2.71e+05 / 2.71e+05 1.04 / 1.04 PS_1_1_4 5.57e+05 / 5.57e+05 2.10e+05 / 2.10e+05 2.81e+05 / 2.81e+05 1.04 / 1.04 PS_1_1_5 2.40e+05 / 2.40e+05 4.81e+04 / 4.81e+04 1.64e+05 / 1.64e+05 1.02 / 1.02 PS_1_1_6 3.51e+05 / 3.51e+05 9.71e+04 / 9.71e+04 2.11e+05 / 2.11e+05 1.03 / 1.03 PS_1_1_7 2.21e+05 / 2.21e+05 4.99e+04 / 4.99e+04 1.46e+05 / 1.46e+05 1.02 / 1.02 PS_1_1_8 5.17e+05 / 5.17e+05 1.79e+05 / 1.79e+05 2.75e+05 / 2.75e+05 1.04 / 1.04 PS_1_1_9 5.23e+05 / 5.23e+05 1.97e+05 / 1.97e+05 2.66e+05 / 2.66e+05 1.03 / 1.03 PS_1_1_10 3.84e+05 / 3.84e+05 9.48e+04 / 9.48e+04 2.46e+05 / 2.46e+05 1.02 / 1.02 PS_1_1_11 3.87e+05 / 3.87e+05 1.24e+05 / 1.24e+05 2.16e+05 / 2.16e+05 1.04 / 1.04 PS_1_1_12 2.47e+05 / 2.47e+05 -4.54e+04 / -4.54e+04 1.74e+05 / 1.74e+05 1.02 / 1.02 PS_1_1_13 2.39e+05 / 2.39e+05 6.78e+04 / 6.78e+04 1.44e+05 / 1.44e+05 1.02 / 1.02 PS_1_1_14 5.16e+05 / 5.16e+05 1.80e+05 / 1.80e+05 2.70e+05 / 2.70e+05 1.05 / 1.05 PS_1_1_15 3.78e+05 / 3.78e+05 1.45e+05 / 1.45e+05 1.89e+05 / 1.89e+05 1.03 / 1.03 PS_1_1_16 3.71e+05 / 3.71e+05 1.00e+05 / 1.00e+05 2.27e+05 / 2.27e+05 1.03 / 1.03 PS_1_1_17 3.98e+05 / 3.98e+05 1.27e+05 / 1.27e+05 2.23e+05 / 2.23e+05 1.03 / 1.03 PS_1_1_18 2.42e+05 / 2.42e+05 7.17e+04 / 7.17e+04 1.43e+05 / 1.43e+05 1.02 / 1.02 PS_1_1_19 3.84e+05 / 3.84e+05 1.16e+05 / 1.16e+05 2.21e+05 / 2.21e+05 1.04 / 1.04 PS_1_1_20 3.02e+05 / 3.02e+05 1.11e+05 / 1.11e+05 1.55e+05 / 1.55e+05 1.04 / 1.04 PS_1_1_21 4.36e+05 / 4.36e+05 1.75e+05 / 1.75e+05 2.11e+05 / 2.11e+05 1.03 / 1.03 PS_1_1_22 2.48e+05 / 2.48e+05 7.47e+04 / 7.47e+04 1.45e+05 / 1.45e+05 1.03 / 1.03 PS_1_1_23 4.16e+05 / 4.16e+05 1.10e+05 / 1.10e+05 2.58e+05 / 2.58e+05 1.02 / 1.02 PS_1_1_24 2.26e+05 / 2.26e+05 4.09e+04 / 4.09e+04 1.60e+05 / 1.60e+05 1.01 / 1.01 PS_1_1_25 2.21e+05 / 2.21e+05 5.36e+04 / 5.36e+04 1.42e+05 / 1.42e+05 1.02 / 1.02 PS_1_1_26 4.07e+05 / 4.07e+05 1.19e+05 / 1.19e+05 2.42e+05 / 2.42e+05 1.02 / 1.02 PS_1_1_27 3.32e+05 / 3.32e+05 9.97e+04 / 9.97e+04 1.94e+05 / 1.94e+05 1.02 / 1.02 PS_1_1_28 3.32e+05 / 3.32e+05 9.02e+04 / 9.02e+04 2.02e+05 / 2.02e+05 1.03 / 1.03 PS_1_1_29 3.31e+05 / 3.31e+05 1.05e+05 / 1.05e+05 1.89e+05 / 1.89e+05 1.02 / 1.02 PS_1_1_30 4.16e+05 / 4.16e+05 1.74e+05 / 1.74e+05 1.94e+05 / 1.94e+05 1.03 / 1.03 PS_1_1_31 3.53e+05 / 3.53e+05 1.19e+05 / 1.19e+05 1.92e+05 / 1.92e+05 1.04 / 1.04 PS_1_1_32 3.72e+05 / 3.72e+05 1.27e+05 / 1.27e+05 2.03e+05 / 2.03e+05 1.03 / 1.03 PS_1_1_33 2.72e+05 / 2.72e+05 5.57e+04 / 5.57e+04 1.85e+05 / 1.85e+05 1.02 / 1.02 PS_1_1_34 3.82e+05 / 3.82e+05 1.49e+05 / 1.49e+05 1.86e+05 / 1.86e+05 1.05 / 1.05 PS_1_1_35 2.10e+05 / 2.10e+05 5.07e+04 / 5.07e+04 1.36e+05 / 1.36e+05 1.02 / 1.02 PS_1_1_36 3.29e+05 / 3.29e+05 1.34e+05 / 1.34e+05 1.58e+05 / 1.58e+05 1.03 / 1.03 PS_1_1_37 5.55e+05 / 5.55e+05 2.12e+05 / 2.12e+05 2.76e+05 / 2.76e+05 1.04 / 1.04 PS_1_1_38 2.71e+05 / 2.71e+05 -5.95e+04 / -5.95e+04 1.80e+05 / 1.80e+05 1.02 / 1.02 PS_1_1_39 5.99e+05 / 5.99e+05 2.22e+05 / 2.22e+05 3.01e+05 / 3.01e+05 1.05 / 1.05 PS_1_1_40 4.82e+05 / 4.82e+05 1.41e+05 / 1.41e+05 2.86e+05 / 2.86e+05 1.02 / 1.02
B-18 PS_1_1_41 5.58e+05 / 5.58e+05 1.88e+05 / 1.88e+05 3.03e+05 / 3.03e+05 1.04 / 1.04 PS_1_1_42 2.72e+05 / 2.72e+05 5.52e+04 / 5.52e+04 1.87e+05 / 1.87e+05 1.02 / 1.02 PS_1_1_43 2.33e+05 / 2.33e+05 6.78e+04 / 6.78e+04 1.38e+05 / 1.38e+05 1.03 / 1.03 PS_1_1_44 3.50e+05 / 3.50e+05 1.04e+05 / 1.04e+05 2.05e+05 / 2.05e+05 1.03 / 1.03 PS_1_1_45 2.97e+05 / 2.97e+05 5.64e+04 / 5.64e+04 2.08e+05 / 2.08e+05 1.01 / 1.01 PS_1_1_46 3.26e+05 / 3.26e+05 9.58e+04 / 9.58e+04 1.94e+05 / 1.94e+05 1.02 / 1.02 PS_1_1_47 3.29e+05 / 3.29e+05 -8.24e+04 / -8.24e+04 2.08e+05 / 2.08e+05 1.03 / 1.03 PS_1_1_48 3.00e+05 / 3.00e+05 9.73e+04 / 9.73e+04 1.68e+05 / 1.68e+05 1.02 / 1.02 PS_1_1_49 4.06e+05 / 4.06e+05 1.57e+05 / 1.57e+05 2.01e+05 / 2.01e+05 1.04 / 1.04 PS_1_1_50 3.69e+05 / 3.69e+05 1.10e+05 / 1.10e+05 2.14e+05 / 2.14e+05 1.04 / 1.04 PS_1_1_51 2.31e+05 / 2.31e+05 6.47e+04 / 6.47e+04 1.40e+05 / 1.40e+05 1.02 / 1.02 PS_1_1_52 2.73e+05 / 2.73e+05 7.43e+04 / 7.43e+04 1.68e+05 / 1.68e+05 1.02 / 1.02 PS_1_1_53 3.57e+05 / 3.57e+05 1.07e+05 / 1.07e+05 2.08e+05 / 2.08e+05 1.03 / 1.03 PS_1_1_54 3.58e+05 / 3.58e+05 1.07e+05 / 1.07e+05 2.09e+05 / 2.09e+05 1.03 / 1.03 PS_1_1_55 2.92e+05 / 2.92e+05 -7.05e+04 / -7.05e+04 1.89e+05 / 1.89e+05 1.02 / 1.02 PS_1_1_56 5.43e+05 / 5.43e+05 1.90e+05 / 1.90e+05 2.90e+05 / 2.90e+05 1.03 / 1.03 PS_1_1_57 2.62e+05 / 2.62e+05 -5.88e+04 / -5.88e+04 1.72e+05 / 1.72e+05 1.03 / 1.03 PS_1_1_58 3.35e+05 / 3.35e+05 9.01e+04 / 9.01e+04 2.05e+05 / 2.05e+05 1.03 / 1.03 PS_1_1_59 3.21e+05 / 3.21e+05 8.24e+04 / 8.24e+04 2.01e+05 / 2.01e+05 1.03 / 1.03 PS_1_1_60 4.40e+05 / 4.40e+05 1.65e+05 / 1.65e+05 2.25e+05 / 2.25e+05 1.03 / 1.03 PS_1_1_61 2.17e+05 / 2.17e+05 5.95e+04 / 5.95e+04 1.32e+05 / 1.32e+05 1.03 / 1.03 PS_1_1_62 5.17e+05 / 5.17e+05 1.92e+05 / 1.92e+05 2.63e+05 / 2.63e+05 1.04 / 1.04 PS_1_1_63 4.68e+05 / 4.68e+05 1.48e+05 / 1.48e+05 2.62e+05 / 2.62e+05 1.04 / 1.04 PS_1_1_64 2.03e+05 / 2.03e+05 -5.62e+04 / -5.62e+04 1.24e+05 / 1.24e+05 1.02 / 1.02 PS_1_1_65 2.54e+05 / 2.54e+05 5.39e+04 / 5.39e+04 1.71e+05 / 1.71e+05 1.02 / 1.02 PS_1_1_66 2.82e+05 / 2.82e+05 6.51e+04 / 6.51e+04 1.85e+05 / 1.85e+05 1.02 / 1.02 PS_1_1_67 1.84e+05 / 1.84e+05 -4.46e+04 / -4.46e+04 1.18e+05 / 1.18e+05 1.02 / 1.02 PS_1_1_68 4.83e+05 / 4.83e+05 1.54e+05 / 1.54e+05 2.73e+05 / 2.73e+05 1.03 / 1.03 PS_1_1_69 4.62e+05 / 4.62e+05 1.75e+05 / 1.75e+05 2.31e+05 / 2.31e+05 1.04 / 1.04 PS_1_1_70 3.12e+05 / 3.12e+05 9.02e+04 / 9.02e+04 1.86e+05 / 1.86e+05 1.03 / 1.03 PS_1_1_71 3.59e+05 / 3.59e+05 1.25e+05 / 1.25e+05 1.91e+05 / 1.91e+05 1.04 / 1.04 PS_1_1_72 3.09e+05 / 3.09e+05 9.44e+04 / 9.44e+04 1.80e+05 / 1.80e+05 1.02 / 1.02 PS_1_1_73 2.73e+05 / 2.73e+05 8.99e+04 / 8.99e+04 1.52e+05 / 1.52e+05 1.02 / 1.02 PS_1_1_74 5.64e+05 / 5.64e+05 2.22e+05 / 2.22e+05 2.78e+05 / 2.78e+05 1.03 / 1.03 PS_1_1_75 2.87e+05 / 2.87e+05 7.10e+04 / 7.10e+04 1.83e+05 / 1.83e+05 1.02 / 1.02 PS_1_1_76 1.66e+05 / 1.66e+05 -3.31e+04 / -3.31e+04 1.15e+05 / 1.15e+05 1.01 / 1.01 PS_1_1_77 3.12e+05 / 3.12e+05 1.17e+05 / 1.17e+05 1.59e+05 / 1.59e+05 1.03 / 1.03 PS_1_1_78 4.39e+05 / 4.39e+05 1.50e+05 / 1.50e+05 2.38e+05 / 2.38e+05 1.03 / 1.03 PS_1_1_79 2.48e+05 / 2.48e+05 6.39e+04 / 6.39e+04 1.56e+05 / 1.56e+05 1.02 / 1.02 PS_1_1_80 3.02e+05 / 3.02e+05 9.85e+04 / 9.85e+04 1.70e+05 / 1.70e+05 1.02 / 1.02 PS_1_1_81 3.77e+05 / 3.77e+05 1.20e+05 / 1.20e+05 2.13e+05 / 2.13e+05 1.03 / 1.03 PS_1_1_82 1.87e+05 / 1.87e+05 3.88e+04 / 3.88e+04 1.27e+05 / 1.27e+05 1.02 / 1.02 PS_1_1_83 3.54e+05 / 3.54e+05 1.00e+05 / 1.00e+05 2.13e+05 / 2.13e+05 1.03 / 1.03 PS_1_1_84 2.33e+05 / 2.33e+05 -4.67e+04 / -4.67e+04 1.61e+05 / 1.61e+05 1.02 / 1.02 PS_1_1_85 3.11e+05 / 3.11e+05 9.74e+04 / 9.74e+04 1.77e+05 / 1.77e+05 1.03 / 1.03 PS_1_1_86 2.30e+05 / 2.30e+05 5.32e+04 / 5.32e+04 1.51e+05 / 1.51e+05 1.02 / 1.02 PS_1_1_87 5.16e+05 / 5.16e+05 2.05e+05 / 2.05e+05 2.51e+05 / 2.51e+05 1.03 / 1.03 PS_1_1_88 4.06e+05 / 4.06e+05 1.65e+05 / 1.65e+05 1.94e+05 / 1.94e+05 1.03 / 1.03
B-19 PS_1_1_89 5.62e+05 / 5.62e+05 1.98e+05 / 1.98e+05 2.98e+05 / 2.98e+05 1.03 / 1.03 PS_1_1_90 2.23e+05 / 2.23e+05 6.84e+04 / 6.84e+04 1.30e+05 / 1.30e+05 1.02 / 1.02 PS_1_1_91 2.78e+05 / 2.78e+05 8.18e+04 / 8.18e+04 1.64e+05 / 1.64e+05 1.02 / 1.02 PS_1_1_92 4.45e+05 / 4.45e+05 1.19e+05 / 1.19e+05 2.75e+05 / 2.75e+05 1.02 / 1.02 PS_1_1_93 2.35e+05 / 2.35e+05 -4.65e+04 / -4.65e+04 1.62e+05 / 1.62e+05 1.02 / 1.02 PS_1_1_94 3.84e+05 / 3.84e+05 1.06e+05 / 1.06e+05 2.35e+05 / 2.35e+05 1.02 / 1.02 PS_1_1_95 4.71e+05 / 4.71e+05 1.44e+05 / 1.44e+05 2.72e+05 / 2.72e+05 1.03 / 1.03 PS_1_1_96 4.86e+05 / 4.86e+05 1.71e+05 / 1.71e+05 2.59e+05 / 2.59e+05 1.03 / 1.03 PS_1_1_97 4.16e+05 / 4.16e+05 1.53e+05 / 1.53e+05 2.14e+05 / 2.14e+05 1.03 / 1.03 PS_1_1_98 3.44e+05 / 3.44e+05 8.00e+04 / 8.00e+04 2.25e+05 / 2.25e+05 1.02 / 1.02 PS_1_1_99 4.61e+05 / 4.61e+05 1.69e+05 / 1.69e+05 2.40e+05 / 2.40e+05 1.03 / 1.03 PS_1_1_100 3.37e+05 / 3.37e+05 8.09e+04 / 8.09e+04 2.17e+05 / 2.17e+05 1.03 / 1.03 Table 8 - Strength I Shear - SLG Demands & Rating - Single-Span PS Suite 2 Bridge ID Vn [lb.] Int/Ext Factored DC1 + DC2 [lb.] Int/Ext Factored LL [lb.] Int/Ext St1V Inventory Rating Int/Ext PS_1_2_1 2.67e+05 / 2.67e+05 6.56e+04 / 6.56e+04 1.71e+05 / 1.71e+05 1.02 / 1.02 PS_1_2_2 3.16e+05 / 3.16e+05 6.80e+04 / 6.80e+04 2.12e+05 / 2.12e+05 1.02 / 1.02 PS_1_2_3 3.09e+05 / 3.09e+05 8.10e+04 / 8.10e+04 1.93e+05 / 1.93e+05 1.02 / 1.02 PS_1_2_4 2.33e+05 / 2.33e+05 6.20e+04 / 6.20e+04 1.44e+05 / 1.44e+05 1.03 / 1.03 PS_1_2_5 2.28e+05 / 2.28e+05 4.40e+04 / 4.40e+04 1.59e+05 / 1.59e+05 1.01 / 1.01 PS_1_2_6 4.10e+05 / 4.10e+05 1.34e+05 / 1.34e+05 2.26e+05 / 2.26e+05 1.04 / 1.04 PS_1_2_7 3.39e+05 / 3.39e+05 6.50e+04 / 6.50e+04 2.36e+05 / 2.36e+05 1.02 / 1.02 PS_1_2_8 4.13e+05 / 4.13e+05 1.48e+05 / 1.48e+05 2.18e+05 / 2.18e+05 1.03 / 1.03 PS_1_2_9 4.45e+05 / 4.45e+05 1.39e+05 / 1.39e+05 2.54e+05 / 2.54e+05 1.03 / 1.03 PS_1_2_10 5.86e+05 / 5.86e+05 2.12e+05 / 2.12e+05 3.05e+05 / 3.05e+05 1.03 / 1.03 PS_1_2_11 4.08e+05 / 4.08e+05 1.45e+05 / 1.45e+05 2.14e+05 / 2.14e+05 1.04 / 1.04 PS_1_2_12 2.67e+05 / 2.67e+05 6.47e+04 / 6.47e+04 1.72e+05 / 1.72e+05 1.02 / 1.02 PS_1_2_13 5.06e+05 / 5.06e+05 2.01e+05 / 2.01e+05 2.43e+05 / 2.43e+05 1.05 / 1.05 PS_1_2_14 4.87e+05 / 4.87e+05 1.70e+05 / 1.70e+05 2.58e+05 / 2.58e+05 1.04 / 1.04 PS_1_2_15 1.84e+05 / 1.84e+05 4.00e+04 / 4.00e+04 1.24e+05 / 1.24e+05 1.02 / 1.02 PS_1_2_16 2.78e+05 / 2.78e+05 8.51e+04 / 8.51e+04 1.61e+05 / 1.61e+05 1.02 / 1.02 PS_1_2_17 4.00e+05 / 4.00e+05 1.67e+05 / 1.67e+05 1.84e+05 / 1.84e+05 1.05 / 1.05 PS_1_2_18 3.07e+05 / 3.07e+05 8.65e+04 / 8.65e+04 1.87e+05 / 1.87e+05 1.02 / 1.02 PS_1_2_19 2.59e+05 / 2.59e+05 5.76e+04 / 5.76e+04 1.73e+05 / 1.73e+05 1.02 / 1.02 PS_1_2_20 3.70e+05 / 3.70e+05 1.06e+05 / 1.06e+05 2.20e+05 / 2.20e+05 1.03 / 1.03 PS_1_2_21 2.50e+05 / 2.50e+05 7.21e+04 / 7.21e+04 1.48e+05 / 1.48e+05 1.03 / 1.03 PS_1_2_22 4.09e+05 / 4.09e+05 1.54e+05 / 1.54e+05 2.08e+05 / 2.08e+05 1.03 / 1.03 PS_1_2_23 2.70e+05 / 2.70e+05 7.70e+04 / 7.70e+04 1.63e+05 / 1.63e+05 1.02 / 1.02 PS_1_2_24 5.76e+05 / 5.76e+05 1.94e+05 / 1.94e+05 3.14e+05 / 3.14e+05 1.03 / 1.03 PS_1_2_25 4.70e+05 / 4.70e+05 1.56e+05 / 1.56e+05 2.57e+05 / 2.57e+05 1.04 / 1.04 PS_1_2_26 5.07e+05 / 5.07e+05 2.02e+05 / 2.02e+05 2.43e+05 / 2.43e+05 1.04 / 1.04 PS_1_2_27 4.96e+05 / 4.96e+05 1.89e+05 / 1.89e+05 2.48e+05 / 2.48e+05 1.04 / 1.04 PS_1_2_28 3.65e+05 / 3.65e+05 1.17e+05 / 1.17e+05 2.06e+05 / 2.06e+05 1.03 / 1.03
B-20 PS_1_2_29 4.54e+05 / 4.54e+05 1.60e+05 / 1.60e+05 2.42e+05 / 2.42e+05 1.03 / 1.03 PS_1_2_30 2.95e+05 / 2.95e+05 8.30e+04 / 8.30e+04 1.79e+05 / 1.79e+05 1.02 / 1.02 PS_1_2_31 4.24e+05 / 4.24e+05 1.64e+05 / 1.64e+05 2.11e+05 / 2.11e+05 1.03 / 1.03 PS_1_2_32 3.28e+05 / 3.28e+05 1.10e+05 / 1.10e+05 1.80e+05 / 1.80e+05 1.03 / 1.03 PS_1_2_33 4.50e+05 / 4.50e+05 1.32e+05 / 1.32e+05 2.67e+05 / 2.67e+05 1.03 / 1.03 PS_1_2_34 5.38e+05 / 5.38e+05 2.12e+05 / 2.12e+05 2.59e+05 / 2.59e+05 1.05 / 1.05 PS_1_2_35 3.52e+05 / 3.52e+05 9.35e+04 / 9.35e+04 2.18e+05 / 2.18e+05 1.02 / 1.02 PS_1_2_36 2.43e+05 / 2.43e+05 -4.90e+04 / -4.90e+04 1.67e+05 / 1.67e+05 1.02 / 1.02 PS_1_2_37 2.00e+05 / 2.00e+05 -5.69e+04 / -5.69e+04 1.19e+05 / 1.19e+05 1.03 / 1.03 PS_1_2_38 3.48e+05 / 3.48e+05 1.17e+05 / 1.17e+05 1.90e+05 / 1.90e+05 1.03 / 1.03 PS_1_2_39 3.51e+05 / 3.51e+05 1.01e+05 / 1.01e+05 2.09e+05 / 2.09e+05 1.03 / 1.03 PS_1_2_40 4.85e+05 / 4.85e+05 1.69e+05 / 1.69e+05 2.59e+05 / 2.59e+05 1.03 / 1.03 PS_1_2_41 5.95e+05 / 5.95e+05 2.12e+05 / 2.12e+05 3.13e+05 / 3.13e+05 1.03 / 1.03 PS_1_2_42 3.68e+05 / 3.68e+05 1.19e+05 / 1.19e+05 2.07e+05 / 2.07e+05 1.03 / 1.03 PS_1_2_43 2.45e+05 / 2.45e+05 7.04e+04 / 7.04e+04 1.47e+05 / 1.47e+05 1.03 / 1.03 PS_1_2_44 2.68e+05 / 2.68e+05 8.03e+04 / 8.03e+04 1.55e+05 / 1.55e+05 1.03 / 1.03 PS_1_2_45 2.88e+05 / 2.88e+05 8.86e+04 / 8.86e+04 1.67e+05 / 1.67e+05 1.03 / 1.03 PS_1_2_46 3.82e+05 / 3.82e+05 1.30e+05 / 1.30e+05 2.07e+05 / 2.07e+05 1.03 / 1.03 PS_1_2_47 4.37e+05 / 4.37e+05 1.74e+05 / 1.74e+05 2.11e+05 / 2.11e+05 1.04 / 1.04 PS_1_2_48 4.08e+05 / 4.08e+05 1.11e+05 / 1.11e+05 2.50e+05 / 2.50e+05 1.02 / 1.02 PS_1_2_49 3.19e+05 / 3.19e+05 7.85e+04 / 7.85e+04 2.04e+05 / 2.04e+05 1.02 / 1.02 PS_1_2_50 3.96e+05 / 3.96e+05 1.39e+05 / 1.39e+05 2.12e+05 / 2.12e+05 1.03 / 1.03 PS_1_2_51 2.86e+05 / 2.86e+05 -7.81e+04 / -7.81e+04 1.73e+05 / 1.73e+05 1.04 / 1.04 PS_1_2_52 2.80e+05 / 2.80e+05 5.89e+04 / 5.89e+04 1.90e+05 / 1.90e+05 1.02 / 1.02 PS_1_2_53 2.51e+05 / 2.51e+05 7.15e+04 / 7.15e+04 1.51e+05 / 1.51e+05 1.03 / 1.03 PS_1_2_54 3.32e+05 / 3.32e+05 9.88e+04 / 9.88e+04 1.95e+05 / 1.95e+05 1.02 / 1.02 PS_1_2_55 3.74e+05 / 3.74e+05 1.21e+05 / 1.21e+05 2.07e+05 / 2.07e+05 1.04 / 1.04 PS_1_2_56 4.10e+05 / 4.10e+05 1.57e+05 / 1.57e+05 2.05e+05 / 2.05e+05 1.03 / 1.03 PS_1_2_57 3.76e+05 / 3.76e+05 1.08e+05 / 1.08e+05 2.25e+05 / 2.25e+05 1.03 / 1.03 PS_1_2_58 3.85e+05 / 3.85e+05 1.01e+05 / 1.01e+05 2.39e+05 / 2.39e+05 1.03 / 1.03 PS_1_2_59 4.29e+05 / 4.29e+05 1.38e+05 / 1.38e+05 2.40e+05 / 2.40e+05 1.03 / 1.03 PS_1_2_60 3.16e+05 / 3.16e+05 1.06e+05 / 1.06e+05 1.74e+05 / 1.74e+05 1.03 / 1.03 PS_1_2_61 2.69e+05 / 2.69e+05 -7.06e+04 / -7.06e+04 1.68e+05 / 1.68e+05 1.02 / 1.02 PS_1_2_62 3.25e+05 / 3.25e+05 7.35e+04 / 7.35e+04 2.15e+05 / 2.15e+05 1.02 / 1.02 PS_1_2_63 4.77e+05 / 4.77e+05 1.53e+05 / 1.53e+05 2.67e+05 / 2.67e+05 1.03 / 1.03 PS_1_2_64 4.43e+05 / 4.43e+05 1.21e+05 / 1.21e+05 2.68e+05 / 2.68e+05 1.03 / 1.03 PS_1_2_65 4.46e+05 / 4.46e+05 1.55e+05 / 1.55e+05 2.37e+05 / 2.37e+05 1.04 / 1.04 PS_1_2_66 2.27e+05 / 2.27e+05 -4.51e+04 / -4.51e+04 1.56e+05 / 1.56e+05 1.02 / 1.02 PS_1_2_67 3.67e+05 / 3.67e+05 1.21e+05 / 1.21e+05 2.04e+05 / 2.04e+05 1.03 / 1.03 PS_1_2_68 2.49e+05 / 2.49e+05 5.89e+04 / 5.89e+04 1.62e+05 / 1.62e+05 1.02 / 1.02 PS_1_2_69 2.72e+05 / 2.72e+05 6.18e+04 / 6.18e+04 1.79e+05 / 1.79e+05 1.02 / 1.02 PS_1_2_70 2.27e+05 / 2.27e+05 -5.51e+04 / -5.51e+04 1.47e+05 / 1.47e+05 1.02 / 1.02 PS_1_2_71 2.65e+05 / 2.65e+05 5.13e+04 / 5.13e+04 1.84e+05 / 1.84e+05 1.01 / 1.01 PS_1_2_72 4.70e+05 / 4.70e+05 1.65e+05 / 1.65e+05 2.50e+05 / 2.50e+05 1.03 / 1.03 PS_1_2_73 4.09e+05 / 4.09e+05 1.75e+05 / 1.75e+05 1.86e+05 / 1.86e+05 1.04 / 1.04 PS_1_2_74 5.53e+05 / 5.53e+05 2.00e+05 / 2.00e+05 2.86e+05 / 2.86e+05 1.04 / 1.04 PS_1_2_75 3.32e+05 / 3.32e+05 1.05e+05 / 1.05e+05 1.87e+05 / 1.87e+05 1.03 / 1.03 PS_1_2_76 1.91e+05 / 1.91e+05 4.23e+04 / 4.23e+04 1.27e+05 / 1.27e+05 1.02 / 1.02
B-21 PS_1_2_77 1.87e+05 / 1.87e+05 3.77e+04 / 3.77e+04 1.28e+05 / 1.28e+05 1.02 / 1.02 PS_1_2_78 2.35e+05 / 2.35e+05 4.62e+04 / 4.62e+04 1.62e+05 / 1.62e+05 1.02 / 1.02 PS_1_2_79 2.09e+05 / 2.09e+05 4.87e+04 / 4.87e+04 1.35e+05 / 1.35e+05 1.03 / 1.03 PS_1_2_80 3.18e+05 / 3.18e+05 9.82e+04 / 9.82e+04 1.83e+05 / 1.83e+05 1.03 / 1.03 PS_1_2_81 2.44e+05 / 2.44e+05 4.78e+04 / 4.78e+04 1.68e+05 / 1.68e+05 1.02 / 1.02 PS_1_2_82 1.92e+05 / 1.92e+05 -4.83e+04 / -4.83e+04 1.22e+05 / 1.22e+05 1.02 / 1.02 PS_1_2_83 6.21e+05 / 6.21e+05 2.16e+05 / 2.16e+05 3.26e+05 / 3.26e+05 1.05 / 1.05 PS_1_2_84 4.11e+05 / 4.11e+05 1.17e+05 / 1.17e+05 2.48e+05 / 2.48e+05 1.02 / 1.02 PS_1_2_85 3.40e+05 / 3.40e+05 1.01e+05 / 1.01e+05 1.99e+05 / 1.99e+05 1.03 / 1.03 PS_1_2_86 3.12e+05 / 3.12e+05 1.22e+05 / 1.22e+05 1.55e+05 / 1.55e+05 1.02 / 1.02 PS_1_2_87 3.83e+05 / 3.83e+05 1.44e+05 / 1.44e+05 1.92e+05 / 1.92e+05 1.04 / 1.04 PS_1_2_88 6.12e+05 / 6.12e+05 2.23e+05 / 2.23e+05 3.17e+05 / 3.17e+05 1.03 / 1.03 PS_1_2_89 1.74e+05 / 1.74e+05 4.11e+04 / 4.11e+04 1.14e+05 / 1.14e+05 1.02 / 1.02 PS_1_2_90 3.52e+05 / 3.52e+05 1.13e+05 / 1.13e+05 1.99e+05 / 1.99e+05 1.03 / 1.03 PS_1_2_91 3.33e+05 / 3.33e+05 9.00e+04 / 9.00e+04 2.05e+05 / 2.05e+05 1.02 / 1.02 PS_1_2_92 2.57e+05 / 2.57e+05 6.40e+04 / 6.40e+04 1.64e+05 / 1.64e+05 1.02 / 1.02 PS_1_2_93 2.18e+05 / 2.18e+05 -6.32e+04 / -6.32e+04 1.30e+05 / 1.30e+05 1.02 / 1.02 PS_1_2_94 2.07e+05 / 2.07e+05 5.80e+04 / 5.80e+04 1.26e+05 / 1.26e+05 1.02 / 1.02 PS_1_2_95 2.30e+05 / 2.30e+05 3.91e+04 / 3.91e+04 1.66e+05 / 1.66e+05 1.01 / 1.01 PS_1_2_96 5.33e+05 / 5.33e+05 1.97e+05 / 1.97e+05 2.74e+05 / 2.74e+05 1.03 / 1.03 PS_1_2_97 3.02e+05 / 3.02e+05 -7.52e+04 / -7.52e+04 1.90e+05 / 1.90e+05 1.03 / 1.03 PS_1_2_98 3.94e+05 / 3.94e+05 1.49e+05 / 1.49e+05 1.99e+05 / 1.99e+05 1.03 / 1.03 PS_1_2_99 4.79e+05 / 4.79e+05 1.50e+05 / 1.50e+05 2.71e+05 / 2.71e+05 1.04 / 1.04 PS_1_2_100 5.21e+05 / 5.21e+05 1.71e+05 / 1.71e+05 2.87e+05 / 2.87e+05 1.04 / 1.04
B-22 B.1.5 Service III â SLG Demands and Ratings Table 9 - Service III - SLG Demands & Rating - Single-Span PS Suite 1. Bridge ID Fn (+) [psi] Int/Ext Factored DC1 + DC2 (+) [psi] Int/Ext Factored LL (+) [psi] Int/Ext Sv3 Inventory Rating (+) Int/Ext PS_1_1_1 3.29e+03 / 3.29e+03 2.32e+03 / 2.32e+03 8.28e+02 / 8.33e+02 1.16 / 1.15 PS_1_1_2 3.59e+03 / 3.59e+03 2.41e+03 / 2.41e+03 1.09e+03 / 1.12e+03 1.08 / 1.05 PS_1_1_3 3.92e+03 / 3.92e+03 2.67e+03 / 2.68e+03 1.19e+03 / 1.22e+03 1.05 / 1.02 PS_1_1_4 4.12e+03 / 4.12e+03 2.87e+03 / 2.87e+03 1.17e+03 / 1.21e+03 1.07 / 1.04 PS_1_1_5 2.56e+03 / 2.56e+03 1.26e+03 / 1.26e+03 9.59e+02 / 9.91e+02 1.35 / 1.30 PS_1_1_6 3.74e+03 / 3.74e+03 2.27e+03 / 2.27e+03 1.41e+03 / 1.45e+03 1.05 / 1.02 PS_1_1_7 2.59e+03 / 2.59e+03 1.48e+03 / 1.48e+03 9.30e+02 / 9.52e+02 1.19 / 1.16 PS_1_1_8 4.00e+03 / 4.00e+03 2.92e+03 / 2.92e+03 1.02e+03 / 1.04e+03 1.06 / 1.03 PS_1_1_9 3.68e+03 / 3.68e+03 2.81e+03 / 2.81e+03 7.75e+02 / 7.92e+02 1.12 / 1.09 PS_1_1_10 3.33e+03 / 3.33e+03 2.12e+03 / 2.12e+03 1.09e+03 / 1.11e+03 1.11 / 1.08 PS_1_1_11 3.62e+03 / 3.62e+03 2.47e+03 / 2.47e+03 1.08e+03 / 1.10e+03 1.07 / 1.04 PS_1_1_12 1.97e+03 / 1.97e+03 1.04e+03 / 1.04e+03 6.59e+02 / 6.81e+02 1.42 / 1.37 PS_1_1_13 2.89e+03 / 2.89e+03 1.81e+03 / 1.81e+03 9.64e+02 / 9.79e+02 1.12 / 1.10 PS_1_1_14 3.97e+03 / 3.97e+03 2.86e+03 / 2.86e+03 1.05e+03 / 1.08e+03 1.07 / 1.03 PS_1_1_15 3.38e+03 / 3.38e+03 2.42e+03 / 2.42e+03 9.10e+02 / 9.21e+02 1.06 / 1.05 PS_1_1_16 3.81e+03 / 3.81e+03 2.59e+03 / 2.59e+03 1.15e+03 / 1.18e+03 1.07 / 1.04 PS_1_1_17 3.64e+03 / 3.64e+03 2.58e+03 / 2.58e+03 1.00e+03 / 1.02e+03 1.06 / 1.04 PS_1_1_18 2.71e+03 / 2.71e+03 1.58e+03 / 1.59e+03 9.35e+02 / 9.47e+02 1.21 / 1.19 PS_1_1_19 4.13e+03 / 4.13e+03 2.71e+03 / 2.72e+03 1.36e+03 / 1.39e+03 1.04 / 1.01 PS_1_1_20 3.45e+03 / 3.45e+03 2.31e+03 / 2.31e+03 9.99e+02 / 1.00e+03 1.14 / 1.14 PS_1_1_21 3.60e+03 / 3.60e+03 2.59e+03 / 2.59e+03 9.23e+02 / 9.41e+02 1.09 / 1.07 PS_1_1_22 2.93e+03 / 2.93e+03 1.79e+03 / 1.79e+03 9.78e+02 / 9.84e+02 1.16 / 1.15 PS_1_1_23 4.31e+03 / 4.31e+03 2.93e+03 / 2.93e+03 1.24e+03 / 1.27e+03 1.11 / 1.08 PS_1_1_24 1.98e+03 / 1.98e+03 1.04e+03 / 1.04e+03 6.58e+02 / 6.74e+02 1.44 / 1.40 PS_1_1_25 2.88e+03 / 2.88e+03 1.70e+03 / 1.70e+03 1.08e+03 / 1.11e+03 1.10 / 1.07 PS_1_1_26 3.94e+03 / 3.94e+03 2.62e+03 / 2.62e+03 1.16e+03 / 1.19e+03 1.14 / 1.11 PS_1_1_27 3.73e+03 / 3.73e+03 2.42e+03 / 2.42e+03 1.24e+03 / 1.27e+03 1.06 / 1.04 PS_1_1_28 4.15e+03 / 4.15e+03 2.54e+03 / 2.54e+03 1.55e+03 / 1.60e+03 1.04 / 1.00 PS_1_1_29 3.63e+03 / 3.63e+03 2.45e+03 / 2.45e+03 1.11e+03 / 1.13e+03 1.06 / 1.04 PS_1_1_30 3.35e+03 / 3.35e+03 2.44e+03 / 2.44e+03 8.51e+02 / 8.63e+02 1.07 / 1.05 PS_1_1_31 2.97e+03 / 2.97e+03 2.16e+03 / 2.16e+03 7.72e+02 / 7.76e+02 1.05 / 1.04 PS_1_1_32 3.84e+03 / 3.84e+03 2.63e+03 / 2.63e+03 1.18e+03 / 1.20e+03 1.03 / 1.01 PS_1_1_33 2.64e+03 / 2.64e+03 1.60e+03 / 1.60e+03 9.89e+02 / 1.02e+03 1.06 / 1.02 PS_1_1_34 3.57e+03 / 3.57e+03 2.54e+03 / 2.54e+03 9.23e+02 / 9.35e+02 1.12 / 1.10 PS_1_1_35 2.60e+03 / 2.60e+03 1.58e+03 / 1.58e+03 9.88e+02 / 1.01e+03 1.04 / 1.02 PS_1_1_36 3.08e+03 / 3.08e+03 2.19e+03 / 2.19e+03 8.51e+02 / 8.51e+02 1.05 / 1.05 PS_1_1_37 4.19e+03 / 4.19e+03 2.95e+03 / 2.96e+03 1.19e+03 / 1.22e+03 1.03 / 1.00 PS_1_1_38 3.11e+03 / 3.11e+03 1.70e+03 / 1.70e+03 1.21e+03 / 1.25e+03 1.17 / 1.13 PS_1_1_39 4.49e+03 / 4.49e+03 3.17e+03 / 3.17e+03 1.23e+03 / 1.27e+03 1.07 / 1.04 PS_1_1_40 3.81e+03 / 3.81e+03 2.69e+03 / 2.69e+03 1.06e+03 / 1.09e+03 1.06 / 1.03
B-23 PS_1_1_41 4.15e+03 / 4.15e+03 3.13e+03 / 3.13e+03 9.47e+02 / 9.73e+02 1.07 / 1.04 PS_1_1_42 2.87e+03 / 2.87e+03 1.65e+03 / 1.65e+03 9.94e+02 / 1.03e+03 1.22 / 1.18 PS_1_1_43 2.90e+03 / 2.90e+03 1.86e+03 / 1.86e+03 9.79e+02 / 9.93e+02 1.06 / 1.05 PS_1_1_44 3.91e+03 / 3.91e+03 2.48e+03 / 2.48e+03 1.29e+03 / 1.32e+03 1.11 / 1.08 PS_1_1_45 2.58e+03 / 2.58e+03 1.54e+03 / 1.54e+03 8.44e+02 / 8.74e+02 1.24 / 1.19 PS_1_1_46 3.01e+03 / 3.01e+03 2.08e+03 / 2.08e+03 8.74e+02 / 8.85e+02 1.06 / 1.05 PS_1_1_47 3.55e+03 / 3.55e+03 2.18e+03 / 2.18e+03 1.21e+03 / 1.24e+03 1.14 / 1.10 PS_1_1_48 3.03e+03 / 3.03e+03 2.01e+03 / 2.01e+03 9.85e+02 / 1.00e+03 1.04 / 1.02 PS_1_1_49 3.71e+03 / 3.71e+03 2.64e+03 / 2.65e+03 9.80e+02 / 9.96e+02 1.08 / 1.06 PS_1_1_50 3.80e+03 / 3.80e+03 2.54e+03 / 2.54e+03 1.20e+03 / 1.23e+03 1.05 / 1.03 PS_1_1_51 2.96e+03 / 2.96e+03 1.87e+03 / 1.87e+03 1.07e+03 / 1.09e+03 1.02 / 1.01 PS_1_1_52 3.33e+03 / 3.33e+03 2.02e+03 / 2.02e+03 1.16e+03 / 1.19e+03 1.13 / 1.10 PS_1_1_53 4.28e+03 / 4.28e+03 2.81e+03 / 2.82e+03 1.39e+03 / 1.42e+03 1.06 / 1.03 PS_1_1_54 3.63e+03 / 3.63e+03 2.50e+03 / 2.50e+03 1.10e+03 / 1.12e+03 1.03 / 1.01 PS_1_1_55 2.92e+03 / 2.92e+03 1.77e+03 / 1.77e+03 1.09e+03 / 1.12e+03 1.06 / 1.03 PS_1_1_56 4.14e+03 / 4.14e+03 2.97e+03 / 2.97e+03 1.12e+03 / 1.15e+03 1.05 / 1.02 PS_1_1_57 2.38e+03 / 2.38e+03 1.36e+03 / 1.36e+03 8.82e+02 / 9.04e+02 1.16 / 1.13 PS_1_1_58 3.14e+03 / 3.14e+03 1.99e+03 / 2.00e+03 1.05e+03 / 1.07e+03 1.10 / 1.07 PS_1_1_59 3.75e+03 / 3.75e+03 2.36e+03 / 2.36e+03 1.21e+03 / 1.24e+03 1.16 / 1.12 PS_1_1_60 3.30e+03 / 3.30e+03 2.48e+03 / 2.48e+03 7.72e+02 / 7.84e+02 1.06 / 1.04 PS_1_1_61 2.41e+03 / 2.41e+03 1.52e+03 / 1.52e+03 8.60e+02 / 8.69e+02 1.04 / 1.03 PS_1_1_62 4.12e+03 / 4.12e+03 2.90e+03 / 2.90e+03 1.12e+03 / 1.15e+03 1.09 / 1.06 PS_1_1_63 4.51e+03 / 4.51e+03 3.10e+03 / 3.11e+03 1.29e+03 / 1.33e+03 1.09 / 1.06 PS_1_1_64 2.10e+03 / 2.10e+03 1.30e+03 / 1.30e+03 7.68e+02 / 7.78e+02 1.04 / 1.03 PS_1_1_65 2.57e+03 / 2.57e+03 1.45e+03 / 1.46e+03 9.59e+02 / 9.87e+02 1.17 / 1.13 PS_1_1_66 2.63e+03 / 2.63e+03 1.70e+03 / 1.70e+03 8.34e+02 / 8.50e+02 1.12 / 1.09 PS_1_1_67 2.34e+03 / 2.34e+03 1.36e+03 / 1.37e+03 8.96e+02 / 9.07e+02 1.08 / 1.07 PS_1_1_68 4.39e+03 / 4.39e+03 3.08e+03 / 3.09e+03 1.21e+03 / 1.25e+03 1.08 / 1.05 PS_1_1_69 3.85e+03 / 3.85e+03 2.71e+03 / 2.71e+03 1.05e+03 / 1.07e+03 1.09 / 1.06 PS_1_1_70 3.38e+03 / 3.38e+03 2.12e+03 / 2.12e+03 1.22e+03 / 1.25e+03 1.04 / 1.01 PS_1_1_71 3.18e+03 / 3.18e+03 2.29e+03 / 2.29e+03 8.54e+02 / 8.62e+02 1.05 / 1.04 PS_1_1_72 2.99e+03 / 2.99e+03 1.99e+03 / 1.99e+03 8.43e+02 / 8.50e+02 1.19 / 1.18 PS_1_1_73 2.99e+03 / 2.99e+03 1.95e+03 / 1.95e+03 9.69e+02 / 9.71e+02 1.08 / 1.08 PS_1_1_74 4.32e+03 / 4.32e+03 3.14e+03 / 3.14e+03 1.11e+03 / 1.14e+03 1.07 / 1.04 PS_1_1_75 2.84e+03 / 2.84e+03 1.58e+03 / 1.59e+03 1.12e+03 / 1.15e+03 1.13 / 1.09 PS_1_1_76 1.69e+03 / 1.69e+03 7.83e+02 / 7.83e+02 5.55e+02 / 5.58e+02 1.64 / 1.63 PS_1_1_77 2.96e+03 / 2.96e+03 2.07e+03 / 2.07e+03 8.83e+02 / 8.85e+02 1.01 / 1.01 PS_1_1_78 3.83e+03 / 3.83e+03 2.79e+03 / 2.80e+03 9.82e+02 / 1.00e+03 1.05 / 1.03 PS_1_1_79 2.60e+03 / 2.60e+03 1.48e+03 / 1.49e+03 9.39e+02 / 9.61e+02 1.19 / 1.16 PS_1_1_80 3.23e+03 / 3.23e+03 2.19e+03 / 2.19e+03 9.73e+02 / 9.81e+02 1.07 / 1.06 PS_1_1_81 3.46e+03 / 3.46e+03 2.46e+03 / 2.46e+03 9.64e+02 / 9.79e+02 1.03 / 1.02 PS_1_1_82 1.97e+03 / 1.97e+03 9.26e+02 / 9.27e+02 7.68e+02 / 7.88e+02 1.36 / 1.32 PS_1_1_83 3.80e+03 / 3.80e+03 2.53e+03 / 2.53e+03 1.20e+03 / 1.23e+03 1.06 / 1.03 PS_1_1_84 1.97e+03 / 1.97e+03 1.03e+03 / 1.04e+03 7.78e+02 / 8.05e+02 1.21 / 1.16 PS_1_1_85 3.21e+03 / 3.21e+03 2.09e+03 / 2.10e+03 1.02e+03 / 1.03e+03 1.09 / 1.07 PS_1_1_86 2.89e+03 / 2.89e+03 1.72e+03 / 1.73e+03 1.02e+03 / 1.05e+03 1.14 / 1.11 PS_1_1_87 3.92e+03 / 3.92e+03 2.79e+03 / 2.79e+03 1.02e+03 / 1.05e+03 1.11 / 1.07 PS_1_1_88 3.04e+03 / 3.04e+03 2.32e+03 / 2.32e+03 7.02e+02 / 7.05e+02 1.02 / 1.02
B-24 PS_1_1_89 4.12e+03 / 4.12e+03 2.94e+03 / 2.94e+03 1.13e+03 / 1.16e+03 1.05 / 1.02 PS_1_1_90 2.46e+03 / 2.46e+03 1.46e+03 / 1.46e+03 8.33e+02 / 8.38e+02 1.21 / 1.20 PS_1_1_91 3.37e+03 / 3.37e+03 2.15e+03 / 2.15e+03 1.07e+03 / 1.08e+03 1.14 / 1.13 PS_1_1_92 4.28e+03 / 4.28e+03 2.94e+03 / 2.95e+03 1.29e+03 / 1.33e+03 1.04 / 1.00 PS_1_1_93 2.30e+03 / 2.30e+03 1.17e+03 / 1.17e+03 8.45e+02 / 8.73e+02 1.34 / 1.30 PS_1_1_94 3.89e+03 / 3.89e+03 2.39e+03 / 2.40e+03 1.42e+03 / 1.46e+03 1.05 / 1.02 PS_1_1_95 4.24e+03 / 4.24e+03 2.82e+03 / 2.83e+03 1.30e+03 / 1.33e+03 1.09 / 1.06 PS_1_1_96 4.52e+03 / 4.52e+03 3.20e+03 / 3.20e+03 1.23e+03 / 1.27e+03 1.07 / 1.04 PS_1_1_97 3.96e+03 / 3.96e+03 2.72e+03 / 2.72e+03 1.10e+03 / 1.13e+03 1.13 / 1.10 PS_1_1_98 3.11e+03 / 3.11e+03 1.91e+03 / 1.91e+03 1.04e+03 / 1.07e+03 1.16 / 1.12 PS_1_1_99 3.82e+03 / 3.82e+03 2.71e+03 / 2.71e+03 9.88e+02 / 1.01e+03 1.12 / 1.09 PS_1_1_100 3.12e+03 / 3.12e+03 1.97e+03 / 1.98e+03 1.06e+03 / 1.09e+03 1.09 / 1.05 Table 10 - Service III - SLG Demands & Rating - Single-Span PS Suite 1. Bridge ID Fn (+) [psi] Int/Ext Factored DC1 + DC2 (+) [psi] Int/Ext Factored LL (+) [psi] Int/Ext Sv3 Inventory Rating (+) Int/Ext PS_1_2_1 2.62e+03 / 2.62e+03 1.64e+03 / 1.64e+03 8.47e+02 / 8.64e+02 1.15 / 1.13 PS_1_2_2 2.59e+03 / 2.59e+03 1.49e+03 / 1.50e+03 1.01e+03 / 1.04e+03 1.08 / 1.05 PS_1_2_3 2.92e+03 / 2.92e+03 1.86e+03 / 1.87e+03 9.02e+02 / 9.20e+02 1.17 / 1.15 PS_1_2_4 2.39e+03 / 2.39e+03 1.46e+03 / 1.46e+03 8.86e+02 / 9.04e+02 1.06 / 1.04 PS_1_2_5 1.97e+03 / 1.97e+03 9.94e+02 / 9.96e+02 6.67e+02 / 6.88e+02 1.47 / 1.42 PS_1_2_6 3.85e+03 / 3.85e+03 2.78e+03 / 2.79e+03 1.04e+03 / 1.06e+03 1.02 / 1.00 PS_1_2_7 3.37e+03 / 3.37e+03 2.11e+03 / 2.11e+03 1.07e+03 / 1.10e+03 1.18 / 1.14 PS_1_2_8 3.85e+03 / 3.85e+03 2.70e+03 / 2.70e+03 1.10e+03 / 1.13e+03 1.04 / 1.02 PS_1_2_9 4.02e+03 / 4.02e+03 2.55e+03 / 2.55e+03 1.34e+03 / 1.38e+03 1.09 / 1.06 PS_1_2_10 4.40e+03 / 4.40e+03 3.21e+03 / 3.22e+03 1.08e+03 / 1.12e+03 1.10 / 1.06 PS_1_2_11 3.77e+03 / 3.77e+03 2.56e+03 / 2.57e+03 1.07e+03 / 1.09e+03 1.13 / 1.10 PS_1_2_12 2.84e+03 / 2.84e+03 1.47e+03 / 1.47e+03 1.10e+03 / 1.14e+03 1.24 / 1.20 PS_1_2_13 3.95e+03 / 3.95e+03 2.91e+03 / 2.91e+03 1.01e+03 / 1.03e+03 1.04 / 1.01 PS_1_2_14 4.23e+03 / 4.23e+03 2.90e+03 / 2.91e+03 1.22e+03 / 1.26e+03 1.08 / 1.05 PS_1_2_15 2.30e+03 / 2.30e+03 1.07e+03 / 1.07e+03 8.26e+02 / 8.40e+02 1.49 / 1.47 PS_1_2_16 3.35e+03 / 3.35e+03 2.09e+03 / 2.09e+03 1.08e+03 / 1.10e+03 1.16 / 1.14 PS_1_2_17 3.07e+03 / 3.07e+03 2.29e+03 / 2.29e+03 7.41e+02 / 7.49e+02 1.05 / 1.04 PS_1_2_18 2.97e+03 / 2.97e+03 1.94e+03 / 1.94e+03 9.76e+02 / 9.96e+02 1.06 / 1.04 PS_1_2_19 2.86e+03 / 2.86e+03 1.61e+03 / 1.61e+03 1.11e+03 / 1.15e+03 1.13 / 1.09 PS_1_2_20 3.38e+03 / 3.38e+03 2.26e+03 / 2.27e+03 9.73e+02 / 9.93e+02 1.15 / 1.12 PS_1_2_21 2.74e+03 / 2.74e+03 1.75e+03 / 1.75e+03 9.04e+02 / 9.04e+02 1.10 / 1.10 PS_1_2_22 3.55e+03 / 3.55e+03 2.48e+03 / 2.48e+03 9.36e+02 / 9.53e+02 1.14 / 1.12 PS_1_2_23 2.75e+03 / 2.75e+03 1.82e+03 / 1.82e+03 8.68e+02 / 8.74e+02 1.07 / 1.06 PS_1_2_24 4.33e+03 / 4.33e+03 3.31e+03 / 3.31e+03 9.83e+02 / 1.01e+03 1.04 / 1.01 PS_1_2_25 3.93e+03 / 3.93e+03 2.64e+03 / 2.64e+03 1.21e+03 / 1.25e+03 1.06 / 1.03 PS_1_2_26 3.94e+03 / 3.94e+03 2.85e+03 / 2.85e+03 1.03e+03 / 1.06e+03 1.06 / 1.03 PS_1_2_27 3.65e+03 / 3.65e+03 2.64e+03 / 2.64e+03 9.35e+02 / 9.58e+02 1.07 / 1.05 PS_1_2_28 3.94e+03 / 3.94e+03 2.59e+03 / 2.60e+03 1.20e+03 / 1.23e+03 1.12 / 1.09
B-25 PS_1_2_29 3.81e+03 / 3.81e+03 2.61e+03 / 2.61e+03 1.13e+03 / 1.16e+03 1.06 / 1.04 PS_1_2_30 3.20e+03 / 3.20e+03 2.15e+03 / 2.15e+03 9.32e+02 / 9.35e+02 1.13 / 1.13 PS_1_2_31 3.82e+03 / 3.82e+03 2.68e+03 / 2.68e+03 1.03e+03 / 1.05e+03 1.10 / 1.08 PS_1_2_32 3.76e+03 / 3.76e+03 2.52e+03 / 2.52e+03 1.14e+03 / 1.16e+03 1.09 / 1.07 PS_1_2_33 4.22e+03 / 4.22e+03 2.74e+03 / 2.75e+03 1.32e+03 / 1.35e+03 1.12 / 1.09 PS_1_2_34 4.15e+03 / 4.15e+03 2.97e+03 / 2.98e+03 1.06e+03 / 1.09e+03 1.12 / 1.08 PS_1_2_35 3.14e+03 / 3.14e+03 2.02e+03 / 2.02e+03 1.05e+03 / 1.08e+03 1.07 / 1.04 PS_1_2_36 2.31e+03 / 2.31e+03 1.28e+03 / 1.28e+03 9.16e+02 / 9.46e+02 1.13 / 1.09 PS_1_2_37 2.63e+03 / 2.63e+03 1.55e+03 / 1.55e+03 9.79e+02 / 9.83e+02 1.10 / 1.10 PS_1_2_38 3.44e+03 / 3.44e+03 2.34e+03 / 2.34e+03 9.66e+02 / 9.80e+02 1.13 / 1.12 PS_1_2_39 4.06e+03 / 4.06e+03 2.52e+03 / 2.52e+03 1.38e+03 / 1.42e+03 1.12 / 1.09 PS_1_2_40 4.37e+03 / 4.37e+03 3.04e+03 / 3.04e+03 1.23e+03 / 1.26e+03 1.09 / 1.06 PS_1_2_41 4.40e+03 / 4.40e+03 3.19e+03 / 3.19e+03 1.13e+03 / 1.16e+03 1.06 / 1.03 PS_1_2_42 4.26e+03 / 4.26e+03 2.77e+03 / 2.78e+03 1.37e+03 / 1.40e+03 1.09 / 1.06 PS_1_2_43 2.48e+03 / 2.48e+03 1.57e+03 / 1.57e+03 8.42e+02 / 8.49e+02 1.07 / 1.06 PS_1_2_44 3.20e+03 / 3.20e+03 2.12e+03 / 2.12e+03 1.05e+03 / 1.05e+03 1.03 / 1.02 PS_1_2_45 3.60e+03 / 3.60e+03 2.34e+03 / 2.34e+03 1.11e+03 / 1.13e+03 1.14 / 1.12 PS_1_2_46 3.97e+03 / 3.97e+03 2.71e+03 / 2.71e+03 1.17e+03 / 1.19e+03 1.08 / 1.06 PS_1_2_47 3.73e+03 / 3.73e+03 2.66e+03 / 2.66e+03 9.55e+02 / 9.74e+02 1.12 / 1.10 PS_1_2_48 4.40e+03 / 4.40e+03 2.83e+03 / 2.83e+03 1.51e+03 / 1.55e+03 1.04 / 1.01 PS_1_2_49 3.12e+03 / 3.12e+03 1.89e+03 / 1.90e+03 1.10e+03 / 1.13e+03 1.11 / 1.08 PS_1_2_50 3.64e+03 / 3.64e+03 2.45e+03 / 2.46e+03 1.09e+03 / 1.11e+03 1.09 / 1.07 PS_1_2_51 3.33e+03 / 3.33e+03 2.10e+03 / 2.10e+03 1.15e+03 / 1.18e+03 1.07 / 1.04 PS_1_2_52 2.93e+03 / 2.93e+03 1.79e+03 / 1.79e+03 1.10e+03 / 1.13e+03 1.04 / 1.00 PS_1_2_53 2.47e+03 / 2.47e+03 1.57e+03 / 1.57e+03 7.76e+02 / 7.81e+02 1.17 / 1.16 PS_1_2_54 3.77e+03 / 3.77e+03 2.39e+03 / 2.40e+03 1.30e+03 / 1.34e+03 1.06 / 1.03 PS_1_2_55 3.44e+03 / 3.44e+03 2.44e+03 / 2.44e+03 9.32e+02 / 9.47e+02 1.08 / 1.06 PS_1_2_56 3.57e+03 / 3.57e+03 2.60e+03 / 2.61e+03 9.43e+02 / 9.58e+02 1.03 / 1.01 PS_1_2_57 4.04e+03 / 4.04e+03 2.52e+03 / 2.52e+03 1.41e+03 / 1.45e+03 1.08 / 1.05 PS_1_2_58 3.77e+03 / 3.77e+03 2.60e+03 / 2.60e+03 1.08e+03 / 1.10e+03 1.09 / 1.06 PS_1_2_59 4.06e+03 / 4.06e+03 2.69e+03 / 2.69e+03 1.31e+03 / 1.35e+03 1.04 / 1.01 PS_1_2_60 3.63e+03 / 3.63e+03 2.49e+03 / 2.49e+03 1.03e+03 / 1.04e+03 1.11 / 1.10 PS_1_2_61 3.16e+03 / 3.16e+03 2.02e+03 / 2.02e+03 9.43e+02 / 9.57e+02 1.21 / 1.19 PS_1_2_62 2.87e+03 / 2.87e+03 1.76e+03 / 1.76e+03 1.07e+03 / 1.10e+03 1.04 / 1.01 PS_1_2_63 3.99e+03 / 3.99e+03 2.86e+03 / 2.86e+03 1.03e+03 / 1.06e+03 1.10 / 1.07 PS_1_2_64 3.94e+03 / 3.94e+03 2.71e+03 / 2.71e+03 1.11e+03 / 1.14e+03 1.11 / 1.08 PS_1_2_65 3.55e+03 / 3.55e+03 2.54e+03 / 2.54e+03 8.71e+02 / 8.88e+02 1.17 / 1.14 PS_1_2_66 1.97e+03 / 1.97e+03 1.02e+03 / 1.02e+03 7.72e+02 / 8.00e+02 1.24 / 1.19 PS_1_2_67 3.65e+03 / 3.65e+03 2.52e+03 / 2.52e+03 1.04e+03 / 1.05e+03 1.09 / 1.08 PS_1_2_68 3.35e+03 / 3.35e+03 1.90e+03 / 1.90e+03 1.28e+03 / 1.32e+03 1.13 / 1.09 PS_1_2_69 3.35e+03 / 3.35e+03 1.95e+03 / 1.95e+03 1.21e+03 / 1.25e+03 1.16 / 1.12 PS_1_2_70 2.40e+03 / 2.40e+03 1.39e+03 / 1.39e+03 7.91e+02 / 7.97e+02 1.28 / 1.27 PS_1_2_71 2.33e+03 / 2.33e+03 1.40e+03 / 1.40e+03 7.94e+02 / 8.19e+02 1.17 / 1.13 PS_1_2_72 4.37e+03 / 4.37e+03 3.00e+03 / 3.00e+03 1.25e+03 / 1.29e+03 1.09 / 1.06 PS_1_2_73 3.36e+03 / 3.36e+03 2.49e+03 / 2.49e+03 7.96e+02 / 8.03e+02 1.09 / 1.08 PS_1_2_74 4.13e+03 / 4.13e+03 2.99e+03 / 3.00e+03 1.09e+03 / 1.12e+03 1.04 / 1.01 PS_1_2_75 3.62e+03 / 3.62e+03 2.44e+03 / 2.44e+03 1.13e+03 / 1.14e+03 1.05 / 1.03 PS_1_2_76 2.32e+03 / 2.32e+03 1.22e+03 / 1.22e+03 8.11e+02 / 8.23e+02 1.36 / 1.34
B-26 PS_1_2_77 1.97e+03 / 1.97e+03 9.25e+02 / 9.26e+02 6.37e+02 / 6.47e+02 1.65 / 1.62 PS_1_2_78 2.30e+03 / 2.30e+03 1.17e+03 / 1.17e+03 7.72e+02 / 7.95e+02 1.47 / 1.43 PS_1_2_79 2.59e+03 / 2.59e+03 1.49e+03 / 1.49e+03 9.58e+02 / 9.79e+02 1.15 / 1.13 PS_1_2_80 3.22e+03 / 3.22e+03 2.14e+03 / 2.14e+03 9.70e+02 / 9.84e+02 1.11 / 1.10 PS_1_2_81 1.99e+03 / 1.99e+03 1.17e+03 / 1.17e+03 7.27e+02 / 7.51e+02 1.12 / 1.09 PS_1_2_82 2.09e+03 / 2.09e+03 1.10e+03 / 1.10e+03 7.76e+02 / 7.80e+02 1.27 / 1.27 PS_1_2_83 4.15e+03 / 4.15e+03 3.04e+03 / 3.04e+03 9.97e+02 / 1.02e+03 1.12 / 1.08 PS_1_2_84 3.74e+03 / 3.74e+03 2.51e+03 / 2.51e+03 1.12e+03 / 1.15e+03 1.10 / 1.07 PS_1_2_85 3.54e+03 / 3.54e+03 2.25e+03 / 2.26e+03 1.20e+03 / 1.23e+03 1.08 / 1.04 PS_1_2_86 3.33e+03 / 3.33e+03 2.25e+03 / 2.25e+03 9.56e+02 / 9.57e+02 1.13 / 1.13 PS_1_2_87 3.39e+03 / 3.39e+03 2.45e+03 / 2.46e+03 8.77e+02 / 8.87e+02 1.07 / 1.05 PS_1_2_88 4.18e+03 / 4.18e+03 3.15e+03 / 3.16e+03 9.94e+02 / 1.02e+03 1.04 / 1.00 PS_1_2_89 2.32e+03 / 2.32e+03 1.19e+03 / 1.19e+03 8.15e+02 / 8.20e+02 1.39 / 1.38 PS_1_2_90 3.79e+03 / 3.79e+03 2.50e+03 / 2.50e+03 1.25e+03 / 1.27e+03 1.04 / 1.01 PS_1_2_91 3.78e+03 / 3.78e+03 2.36e+03 / 2.36e+03 1.35e+03 / 1.40e+03 1.05 / 1.01 PS_1_2_92 2.71e+03 / 2.71e+03 1.81e+03 / 1.81e+03 8.81e+02 / 8.90e+02 1.02 / 1.01 PS_1_2_93 2.89e+03 / 2.89e+03 1.74e+03 / 1.74e+03 9.72e+02 / 9.78e+02 1.19 / 1.18 PS_1_2_94 2.61e+03 / 2.61e+03 1.47e+03 / 1.48e+03 9.34e+02 / 9.45e+02 1.22 / 1.20 PS_1_2_95 1.69e+03 / 1.69e+03 9.03e+02 / 9.04e+02 5.97e+02 / 6.14e+02 1.33 / 1.29 PS_1_2_96 4.38e+03 / 4.38e+03 3.02e+03 / 3.03e+03 1.25e+03 / 1.29e+03 1.08 / 1.05 PS_1_2_97 3.56e+03 / 3.56e+03 2.15e+03 / 2.16e+03 1.25e+03 / 1.28e+03 1.13 / 1.10 PS_1_2_98 3.58e+03 / 3.58e+03 2.54e+03 / 2.54e+03 9.82e+02 / 9.97e+02 1.05 / 1.04 PS_1_2_99 4.46e+03 / 4.46e+03 2.96e+03 / 2.96e+03 1.44e+03 / 1.47e+03 1.05 / 1.02 PS_1_2_100 4.42e+03 / 4.42e+03 3.24e+03 / 3.24e+03 1.05e+03 / 1.08e+03 1.12 / 1.09
B-27 B.2 Two-Span Continuous Pre-Stressed Concrete B.2.1 Bridge Configuration (Sampled Parameters) Figure 2 - Plot matrix of sampled parameters for two-span PS suites 1 and 2. Table 11 - Sampled parameters for two-span PS suite 1. Bridge ID Span Length [in.] Width [in.] Skew [deg.] Girder Spacing [in.] PS_2_1_1 673.17 862.48 50.33 97.4 PS_2_1_2 900.53 736.06 34.84 82.77 PS_2_1_3 1906.87 467.83 20.44 83.97 PS_2_1_4 941.98 791.34 19.66 78.16 PS_2_1_5 600.82 595.21 56.35 113.16 PS_2_1_6 1672.35 716.87 4.42 141.98 PS_2_1_7 1895.89 700.33 29.79 100.1 PS_2_1_8 1613.05 474.81 27.94 123.04 PS_2_1_9 994.32 441.43 37.62 143.95 PS_2_1_10 1851.53 644.7 13.09 142.38 PS_2_1_11 1739.83 626.16 39.92 73.43 PS_2_1_12 1138.88 696.82 33.08 96.23 PS_2_1_13 1808.57 505.8 46.68 86.65 PS_2_1_14 1620.15 481.07 44.94 77 PS_2_1_15 693.29 762.58 48.2 93.44 PS_2_1_16 1800.57 683.32 47.47 126.9 PS_2_1_17 832.72 722.4 49.49 68.14 PS_2_1_18 1234.9 451.96 41.83 81.72 PS_2_1_19 758.25 521.75 13.24 75.6
B-28 PS_2_1_20 1706.45 825.9 3.28 129.96 PS_2_1_21 1548.52 487.7 50.51 95.37 PS_2_1_22 1655.07 514.07 52.21 90.33 PS_2_1_23 505.89 497.72 25.25 134.47 PS_2_1_24 978.19 613.54 58.4 105.14 PS_2_1_25 1590.99 711.69 55.53 119.95 PS_2_1_26 1076.86 573.62 51.96 63.05 PS_2_1_27 1890.63 636.76 14.48 131.59 PS_2_1_28 1276.12 477.37 0.72 79.63 PS_2_1_29 884.21 681.27 8.75 126.05 PS_2_1_30 1096.82 773.76 30.2 73.84 PS_2_1_31 1574.97 821.73 31.35 112.49 PS_2_1_32 1019.52 504.47 26.19 139.11 PS_2_1_33 916.71 438.03 44.07 79.09 PS_2_1_34 1245.01 446.5 3.93 75.99 PS_2_1_35 647.34 856.32 42.55 128.02 PS_2_1_36 1389.03 560.64 15.77 133.68 PS_2_1_37 1000.04 786.45 1.34 82.06 PS_2_1_38 1788.79 801.51 53.2 98.03 PS_2_1_39 483.97 523.75 24.59 69.69 PS_2_1_40 712.13 627.95 38.22 70.64 PS_2_1_41 510.89 758.92 57.15 119.29 PS_2_1_42 1051.1 435.05 45.45 107.82 PS_2_1_43 1343.8 796.44 23.79 116.38 PS_2_1_44 1513.42 456.22 27.49 133.08 PS_2_1_45 1199.15 733.69 43.12 68.43 PS_2_1_46 796.27 718.15 19.2 121.81 PS_2_1_47 1428.07 578.22 6.98 129.7 PS_2_1_48 1542.46 489.99 35.57 104.04 PS_2_1_49 856.23 687.89 26.83 106.62 PS_2_1_50 1414.85 692.4 46.83 95 PS_2_1_51 1200.23 543.82 22.02 85.52 PS_2_1_52 1430.66 515.14 33.67 102.32 PS_2_1_53 1351.87 739.32 15.06 131 PS_2_1_54 666.36 809.68 30.99 65.59 PS_2_1_55 1170.31 842.26 23.16 66.95 PS_2_1_56 568.12 620.36 57.85 90.04 PS_2_1_57 1863.1 583.68 8.04 124.22 PS_2_1_58 1325.02 771.75 11.77 85.12 PS_2_1_59 1227.09 652.67 32.7 80.39 PS_2_1_60 962.78 752.46 18.13 62.27 PS_2_1_61 1148.94 729.86 31.8 136.35 PS_2_1_62 815.72 463.7 28.45 117.84 PS_2_1_63 546.54 818.61 0.26 138.49 PS_2_1_64 612.64 589.41 5.52 108.01 PS_2_1_65 737.14 529.43 29.1 74.67 PS_2_1_66 1296.92 494.73 37.04 65.89 PS_2_1_67 1838.44 580.69 6.39 109.6
B-29 PS_2_1_68 742.92 780.21 4.9 61.36 PS_2_1_69 1454.85 782.03 51.12 93.68 PS_2_1_70 1375.1 659.87 22.28 110.82 PS_2_1_71 847.19 674.61 34.51 141.47 PS_2_1_72 809.58 565.67 20.15 118.4 PS_2_1_73 1678.51 816.14 9.96 87.28 PS_2_1_74 940.25 648.94 25.14 72.25 PS_2_1_75 1303.43 459.95 36.49 64.86 PS_2_1_76 1820.19 668.92 45.96 99.46 PS_2_1_77 593.84 534 21.22 128.53 PS_2_1_78 1693.54 662.43 10.71 100.88 PS_2_1_79 882.29 765.11 12.55 114.87 PS_2_1_80 1108.63 834 39.33 114.14 PS_2_1_81 1723.22 833.64 56.45 71.71 PS_2_1_82 1770.86 707.56 7.59 140.27 PS_2_1_83 1037.52 598.45 59.72 92.39 PS_2_1_84 1118.41 630.73 2.79 108.95 PS_2_1_85 1517.68 855.18 40.66 101.31 PS_2_1_86 698.24 843 9.17 60.68 PS_2_1_87 1480.65 848.36 17.82 120.74 PS_2_1_88 1370.91 643.3 2.21 88.75 PS_2_1_89 1463 568.22 14.18 115.66 PS_2_1_90 1747.45 551.95 53.51 103.46 PS_2_1_91 1643.61 746.44 58.86 122.41 PS_2_1_92 1560.63 603.67 43.34 91.9 PS_2_1_93 1172.95 605.67 48.66 134.79 PS_2_1_94 1271.95 806.84 55.16 63.6 PS_2_1_95 1063.15 538.68 54.26 137.64 PS_2_1_96 526.47 554.81 17.32 136.82 PS_2_1_97 1499.6 613.37 16.24 111.61 PS_2_1_98 776.21 749.06 41.14 87.8 PS_2_1_99 561.51 544.64 11.04 105.89 PS_2_1_100 637.36 670.17 38.7 125.51 Table 12 - Sampled parameters for two-span PS suite 2. Bridge ID Span Length [in.] Width [in.] Skew [deg.] Girder Spacing [in.] PS_2_2_1 1464.02 449.05 30.33 117.51 PS_2_2_2 826 588.05 33.88 87.02 PS_2_2_3 715.88 440.37 48.43 76.26 PS_2_2_4 1238.68 615.42 21.33 133.3 PS_2_2_5 1447.31 804.45 24.3 82.04 PS_2_2_6 935.55 591.86 41.87 100.24 PS_2_2_7 1742.68 529.31 43.79 84.63 PS_2_2_8 732 559.95 51.31 113.31 PS_2_2_9 1817.38 770.92 22.11 120.02 PS_2_2_10 533.94 512.67 47.84 137.15
B-30 PS_2_2_11 1650.34 749.38 13.09 94.4 PS_2_2_12 679.73 853.41 4 103.88 PS_2_2_13 1117.01 746.47 31.73 67.9 PS_2_2_14 595.5 620.38 55.52 115.37 PS_2_2_15 1221.9 774.16 56.03 137.6 PS_2_2_16 785.23 795.92 4.98 123.41 PS_2_2_17 1775.48 672.66 4.73 130.11 PS_2_2_18 912.54 708.58 14.95 128.34 PS_2_2_19 1800.01 455.31 1.21 116.77 PS_2_2_20 875.15 574.3 6.33 121.08 PS_2_2_21 1000.33 498.41 46.36 135.49 PS_2_2_22 1367.75 434.9 36.54 105.15 PS_2_2_23 1325.91 861.38 44.83 106.27 PS_2_2_24 1574.85 587.41 32.94 93 PS_2_2_25 560.37 692.13 16.15 140.8 PS_2_2_26 1209.6 543.52 35.45 63.47 PS_2_2_27 1854.72 732.12 19.17 125.94 PS_2_2_28 1335.09 857.59 37.01 64.83 PS_2_2_29 942.66 677.09 10.73 89.48 PS_2_2_30 637.35 680.81 7.84 130.98 PS_2_2_31 1195.77 566.29 28.31 95.04 PS_2_2_32 1167.11 562.57 49.34 88.84 PS_2_2_33 1543.24 817.4 45.49 138.36 PS_2_2_34 1358.23 472.34 40.16 122.8 PS_2_2_35 862.63 724.43 29.77 139.6 PS_2_2_36 645.74 837.33 13.46 78.66 PS_2_2_37 896.78 740.44 53.08 119.46 PS_2_2_38 808.08 600.07 57.83 141.79 PS_2_2_39 663.2 813.52 27.81 62.24 PS_2_2_40 1721.49 700.34 41.09 112.78 PS_2_2_41 618.88 728.3 32.19 62.6 PS_2_2_42 1498.39 831.84 3.58 142.73 PS_2_2_43 1596.73 843.92 33.1 74.49 PS_2_2_44 1112.32 657.49 59.38 101.1 PS_2_2_45 848.37 536.17 12.26 106.02 PS_2_2_46 1555.9 697.55 34.54 111.56 PS_2_2_47 1685.12 755.01 37.9 79.58 PS_2_2_48 1132.56 465.19 42.74 99.37 PS_2_2_49 1634.18 508.35 16.52 71.3 PS_2_2_50 1098.3 631.73 2.85 68.72 PS_2_2_51 821.86 503.98 22.66 77.14 PS_2_2_52 1782.12 667.34 42.23 134.33 PS_2_2_53 966.31 716.74 26.65 110.83 PS_2_2_54 1570.42 608.34 58.24 74.27 PS_2_2_55 1617.87 626.85 10.9 92.75 PS_2_2_56 1480.43 799.79 30.85 96.72 PS_2_2_57 1045.74 655.7 28.97 86.49 PS_2_2_58 1529.02 839.73 7.08 118.21
B-31 PS_2_2_59 991.26 689.68 59.76 109.45 PS_2_2_60 1506.23 823.06 27.19 72.67 PS_2_2_61 1147.32 768.11 11.73 82.78 PS_2_2_62 1397.14 492.6 57.12 143.44 PS_2_2_63 1878.74 582.82 0.9 114.53 PS_2_2_64 1914.55 661.66 23.67 81.42 PS_2_2_65 1868.37 738.68 54.93 127.15 PS_2_2_66 1178.28 492.23 54.08 132.32 PS_2_2_67 541.02 475.39 56.59 72.03 PS_2_2_68 1266.44 534.1 5.42 140.21 PS_2_2_69 1422.92 469.81 23.29 116.09 PS_2_2_70 593.87 756.57 20.81 125.45 PS_2_2_71 570.14 517.6 50.84 65.82 PS_2_2_72 1312.78 556.47 37.56 122.08 PS_2_2_73 1031.14 719.22 53.8 60.49 PS_2_2_74 905.17 545.82 48.96 61.15 PS_2_2_75 773.5 551.99 44.28 87.74 PS_2_2_76 1751.17 826.68 10.19 129.11 PS_2_2_77 1670.01 624.11 47.14 69.46 PS_2_2_78 1292.83 850.03 45.83 102.14 PS_2_2_79 690.39 809.04 49.93 85.7 PS_2_2_80 1431.6 648.71 2.01 80.23 PS_2_2_81 518.67 682.77 8.86 108.04 PS_2_2_82 1895.26 707.85 0.39 98.49 PS_2_2_83 1406.51 763.64 25.84 107.39 PS_2_2_84 754.2 443.88 9.24 90.33 PS_2_2_85 1839.26 610.5 39.39 109.6 PS_2_2_86 1373.53 639.09 18.05 97.57 PS_2_2_87 1016.81 576.68 15.21 103.18 PS_2_2_88 743.48 787.12 52.58 75.92 PS_2_2_89 707.25 786.11 20.3 84.1 PS_2_2_90 1709.44 479.6 17.19 135.98 PS_2_2_91 1610.65 449.59 40.78 124.48 PS_2_2_92 983.16 519.11 35.24 127.81 PS_2_2_93 493.36 601.27 24.68 91.18 PS_2_2_94 1057.89 643.58 19.56 65.9 PS_2_2_95 496.62 526.51 13.81 70.15 PS_2_2_96 1250.27 458.48 25.5 131.71 PS_2_2_97 1081.84 486.33 17.84 101.83 PS_2_2_98 1274.6 781.16 38.92 95.52 PS_2_2_99 1825.93 793.01 51.99 78.06 PS_2_2_100 1698.28 644.01 7.39 66.99
B-32 B.2.2 Section Properties Table 13 - Section properties for two-span PS suite 1. Bridge ID Section ID Section Depth, d [in.] Section Area, A [in.^2] Number of PS Strands Girder Concrete Compressive Strength, fc [psi] PS_2_1_1 PCBT29 29 643.7 12 5000 PS_2_1_2 PCBT37 37 690.7 16 5000 PS_2_1_3 PCBT93 93 1082.7 32 7000 PS_2_1_4 PCBT37 37 690.7 18 6000 PS_2_1_5 PCBT29 29 643.7 10 5000 PS_2_1_6 PCBT77 77 970.7 42 10000 PS_2_1_7 PCBT93 93 1082.7 34 8000 PS_2_1_8 PCBT69 69 914.7 38 10000 PS_2_1_9 PCBT45 45 746.7 24 7000 PS_2_1_10 PCBT93 93 1082.7 44 9000 PS_2_1_11 PCBT77 77 970.7 28 7000 PS_2_1_12 PCBT45 45 746.7 24 8000 PS_2_1_13 PCBT93 93 1082.7 28 6000 PS_2_1_14 PCBT77 77 970.7 26 6000 PS_2_1_15 PCBT29 29 643.7 14 5000 PS_2_1_16 PCBT93 93 1082.7 34 8000 PS_2_1_17 PCBT37 37 690.7 12 4000 PS_2_1_18 PCBT53 53 802.7 20 6000 PS_2_1_19 PCBT37 37 690.7 12 4000 PS_2_1_20 PCBT77 77 970.7 40 10000 PS_2_1_21 PCBT69 69 914.7 28 7000 PS_2_1_22 PCBT77 77 970.7 28 7000 PS_2_1_23 PCBT29 29 643.7 10 4000 PS_2_1_24 PCBT45 45 746.7 18 6000 PS_2_1_25 PCBT69 69 914.7 36 9000 PS_2_1_26 PCBT45 45 746.7 16 5000 PS_2_1_27 PCBT93 93 1082.7 42 9000 PS_2_1_28 PCBT53 53 802.7 22 7000 PS_2_1_29 PCBT37 37 690.7 22 7000 PS_2_1_30 PCBT45 45 746.7 18 6000 PS_2_1_31 PCBT69 69 914.7 34 9000 PS_2_1_32 PCBT45 45 746.7 26 8000 PS_2_1_33 PCBT37 37 690.7 16 5000 PS_2_1_34 PCBT53 53 802.7 22 6000 PS_2_1_35 PCBT29 29 643.7 14 5000 PS_2_1_36 PCBT61 61 858.7 34 9000 PS_2_1_37 PCBT45 45 746.7 16 5000 PS_2_1_38 PCBT85 85 1026.7 30 7000 PS_2_1_39 PCBT29 29 643.7 8 4000 PS_2_1_40 PCBT29 29 643.7 12 5000 PS_2_1_41 PCBT29 29 643.7 8 4000
B-33 PS_2_1_42 PCBT45 45 746.7 22 7000 PS_2_1_43 PCBT53 53 802.7 34 9000 PS_2_1_44 PCBT69 69 914.7 36 9000 PS_2_1_45 PCBT45 45 746.7 20 7000 PS_2_1_46 PCBT37 37 690.7 18 6000 PS_2_1_47 PCBT61 61 858.7 36 9000 PS_2_1_48 PCBT69 69 914.7 30 7000 PS_2_1_49 PCBT37 37 690.7 18 6000 PS_2_1_50 PCBT61 61 858.7 28 7000 PS_2_1_51 PCBT53 53 802.7 22 6000 PS_2_1_52 PCBT61 61 858.7 30 8000 PS_2_1_53 PCBT53 53 802.7 38 10000 PS_2_1_54 PCBT29 29 643.7 10 4000 PS_2_1_55 PCBT45 45 746.7 20 6000 PS_2_1_56 PCBT29 29 643.7 8 4000 PS_2_1_57 PCBT93 93 1082.7 38 8000 PS_2_1_58 PCBT53 53 802.7 26 7000 PS_2_1_59 PCBT53 53 802.7 20 6000 PS_2_1_60 PCBT45 45 746.7 14 5000 PS_2_1_61 PCBT45 45 746.7 32 9000 PS_2_1_62 PCBT37 37 690.7 18 6000 PS_2_1_63 PCBT29 29 643.7 12 5000 PS_2_1_64 PCBT29 29 643.7 12 5000 PS_2_1_65 PCBT37 37 690.7 10 4000 PS_2_1_66 PCBT53 53 802.7 20 6000 PS_2_1_67 PCBT93 93 1082.7 34 8000 PS_2_1_68 PCBT37 37 690.7 10 4000 PS_2_1_69 PCBT61 61 858.7 28 7000 PS_2_1_70 PCBT53 53 802.7 34 9000 PS_2_1_71 PCBT37 37 690.7 22 7000 PS_2_1_72 PCBT37 37 690.7 18 6000 PS_2_1_73 PCBT77 77 970.7 30 7000 PS_2_1_74 PCBT37 37 690.7 16 6000 PS_2_1_75 PCBT53 53 802.7 22 6000 PS_2_1_76 PCBT93 93 1082.7 30 7000 PS_2_1_77 PCBT29 29 643.7 12 5000 PS_2_1_78 PCBT77 77 970.7 32 8000 PS_2_1_79 PCBT37 37 690.7 20 7000 PS_2_1_80 PCBT45 45 746.7 24 7000 PS_2_1_81 PCBT77 77 970.7 26 6000 PS_2_1_82 PCBT85 85 1026.7 42 10000 PS_2_1_83 PCBT45 45 746.7 18 6000 PS_2_1_84 PCBT45 45 746.7 26 8000 PS_2_1_85 PCBT69 69 914.7 30 7000 PS_2_1_86 PCBT29 29 643.7 12 5000 PS_2_1_87 PCBT61 61 858.7 36 9000 PS_2_1_88 PCBT53 53 802.7 30 8000 PS_2_1_89 PCBT61 61 858.7 36 9000
B-34 PS_2_1_90 PCBT85 85 1026.7 32 7000 PS_2_1_91 PCBT77 77 970.7 32 8000 PS_2_1_92 PCBT69 69 914.7 28 7000 PS_2_1_93 PCBT45 45 746.7 34 10000 PS_2_1_94 PCBT53 53 802.7 18 6000 PS_2_1_95 PCBT45 45 746.7 26 8000 PS_2_1_96 PCBT29 29 643.7 12 5000 PS_2_1_97 PCBT61 61 858.7 36 9000 PS_2_1_98 PCBT37 37 690.7 12 4000 PS_2_1_99 PCBT29 29 643.7 10 4000 PS_2_1_100 PCBT29 29 643.7 14 5000 Table 14 - Section properties for two-span PS suite 2. Bridge ID Section ID Section Depth, d [in.] Section Area, A [in.^2] Number of PS Strands Girder Concrete Compressive Strength, fc [psi] PS_2_2_1 PCBT61 61 858.7 34 9000 PS_2_2_2 PCBT37 37 690.7 14 5000 PS_2_2_3 PCBT29 29 643.7 12 5000 PS_2_2_4 PCBT53 53 802.7 32 9000 PS_2_2_5 PCBT61 61 858.7 26 7000 PS_2_2_6 PCBT37 37 690.7 20 7000 PS_2_2_7 PCBT85 85 1026.7 28 6000 PS_2_2_8 PCBT37 37 690.7 12 5000 PS_2_2_9 PCBT93 93 1082.7 34 8000 PS_2_2_10 PCBT29 29 643.7 10 4000 PS_2_2_11 PCBT77 77 970.7 30 7000 PS_2_2_12 PCBT29 29 643.7 14 5000 PS_2_2_13 PCBT45 45 746.7 18 6000 PS_2_2_14 PCBT29 29 643.7 10 5000 PS_2_2_15 PCBT53 53 802.7 30 8000 PS_2_2_16 PCBT37 37 690.7 16 5000 PS_2_2_17 PCBT85 85 1026.7 40 9000 PS_2_2_18 PCBT37 37 690.7 24 8000 PS_2_2_19 PCBT93 93 1082.7 36 8000 PS_2_2_20 PCBT37 37 690.7 20 7000 PS_2_2_21 PCBT45 45 746.7 22 7000 PS_2_2_22 PCBT53 53 802.7 32 9000 PS_2_2_23 PCBT53 53 802.7 30 8000 PS_2_2_24 PCBT69 69 914.7 30 7000 PS_2_2_25 PCBT29 29 643.7 12 5000 PS_2_2_26 PCBT53 53 802.7 18 5000 PS_2_2_27 PCBT93 93 1082.7 38 9000 PS_2_2_28 PCBT53 53 802.7 22 6000 PS_2_2_29 PCBT37 37 690.7 18 7000 PS_2_2_30 PCBT29 29 643.7 14 6000
B-35 PS_2_2_31 PCBT45 45 746.7 28 8000 PS_2_2_32 PCBT45 45 746.7 24 7000 PS_2_2_33 PCBT69 69 914.7 36 9000 PS_2_2_34 PCBT53 53 802.7 34 9000 PS_2_2_35 PCBT37 37 690.7 24 8000 PS_2_2_36 PCBT29 29 643.7 10 4000 PS_2_2_37 PCBT37 37 690.7 20 7000 PS_2_2_38 PCBT37 37 690.7 18 6000 PS_2_2_39 PCBT29 29 643.7 10 4000 PS_2_2_40 PCBT77 77 970.7 36 8000 PS_2_2_41 PCBT29 29 643.7 8 4000 PS_2_2_42 PCBT69 69 914.7 36 9000 PS_2_2_43 PCBT69 69 914.7 26 7000 PS_2_2_44 PCBT45 45 746.7 22 7000 PS_2_2_45 PCBT37 37 690.7 18 6000 PS_2_2_46 PCBT69 69 914.7 32 8000 PS_2_2_47 PCBT77 77 970.7 28 7000 PS_2_2_48 PCBT45 45 746.7 24 7000 PS_2_2_49 PCBT77 77 970.7 24 6000 PS_2_2_50 PCBT45 45 746.7 18 6000 PS_2_2_51 PCBT37 37 690.7 14 5000 PS_2_2_52 PCBT85 85 1026.7 40 9000 PS_2_2_53 PCBT45 45 746.7 20 6000 PS_2_2_54 PCBT69 69 914.7 24 7000 PS_2_2_55 PCBT69 69 914.7 32 8000 PS_2_2_56 PCBT61 61 858.7 30 8000 PS_2_2_57 PCBT45 45 746.7 18 6000 PS_2_2_58 PCBT69 69 914.7 32 8000 PS_2_2_59 PCBT45 45 746.7 18 6000 PS_2_2_60 PCBT69 69 914.7 22 6000 PS_2_2_61 PCBT45 45 746.7 22 7000 PS_2_2_62 PCBT61 61 858.7 36 9000 PS_2_2_63 PCBT93 93 1082.7 38 8000 PS_2_2_64 PCBT93 93 1082.7 32 7000 PS_2_2_65 PCBT93 93 1082.7 38 8000 PS_2_2_66 PCBT45 45 746.7 34 10000 PS_2_2_67 PCBT29 29 643.7 8 4000 PS_2_2_68 PCBT53 53 802.7 36 10000 PS_2_2_69 PCBT61 61 858.7 32 8000 PS_2_2_70 PCBT29 29 643.7 12 5000 PS_2_2_71 PCBT29 29 643.7 8 4000 PS_2_2_72 PCBT53 53 802.7 32 9000 PS_2_2_73 PCBT45 45 746.7 14 5000 PS_2_2_74 PCBT37 37 690.7 14 5000 PS_2_2_75 PCBT37 37 690.7 12 4000 PS_2_2_76 PCBT85 85 1026.7 38 9000 PS_2_2_77 PCBT77 77 970.7 26 6000 PS_2_2_78 PCBT53 53 802.7 26 7000
B-36 PS_2_2_79 PCBT29 29 643.7 12 5000 PS_2_2_80 PCBT61 61 858.7 26 7000 PS_2_2_81 PCBT29 29 643.7 10 4000 PS_2_2_82 PCBT93 93 1082.7 34 7000 PS_2_2_83 PCBT61 61 858.7 30 8000 PS_2_2_84 PCBT37 37 690.7 12 4000 PS_2_2_85 PCBT93 93 1082.7 34 7000 PS_2_2_86 PCBT53 53 802.7 30 8000 PS_2_2_87 PCBT45 45 746.7 20 6000 PS_2_2_88 PCBT37 37 690.7 10 4000 PS_2_2_89 PCBT29 29 643.7 14 5000 PS_2_2_90 PCBT77 77 970.7 42 10000 PS_2_2_91 PCBT69 69 914.7 38 10000 PS_2_2_92 PCBT45 45 746.7 22 7000 PS_2_2_93 PCBT29 29 643.7 8 4000 PS_2_2_94 PCBT45 45 746.7 16 5000 PS_2_2_95 PCBT29 29 643.7 8 4000 PS_2_2_96 PCBT53 53 802.7 32 9000 PS_2_2_97 PCBT45 45 746.7 24 7000 PS_2_2_98 PCBT53 53 802.7 26 7000 PS_2_2_99 PCBT93 93 1082.7 26 6000 PS_2_2_100 PCBT77 77 970.7 26 6000
B-37 B.2.3 Strength I Flexure â SLG Demands and Ratings B.2.3.1 Positive Region Table 15 - Strength I Flexure - Positive SLG Demands & Rating - Two-Span PS Suite 1 Bridge ID Mn (+) [lb-in.] Int/Ext Factored DC1 + DC2 (+) [lb-in.] Int/Ext Factored LL (+) [lb-in.] Int/Ext St1M Inventory Rating (+) Int/Ext PS_2_1_1 2.32e+07 / 2.29e+07 8.61e+06 / 8.61e+06 1.24e+07 / 1.24e+07 1.17 / 1.15 PS_2_1_2 3.83e+07 / 3.80e+07 1.58e+07 / 1.58e+07 1.77e+07 / 1.77e+07 1.27 / 1.25 PS_2_1_3 1.74e+08 / 1.73e+08 9.08e+07 / 9.08e+07 5.44e+07 / 5.44e+07 1.53 / 1.50 PS_2_1_4 4.16e+07 / 4.12e+07 1.61e+07 / 1.61e+07 1.90e+07 / 1.90e+07 1.34 / 1.32 PS_2_1_5 2.01e+07 / 1.99e+07 8.04e+06 / 8.04e+06 1.08e+07 / 1.08e+07 1.12 / 1.10 PS_2_1_6 1.87e+08 / 1.83e+08 8.10e+07 / 8.10e+07 6.77e+07 / 6.77e+07 1.56 / 1.51 PS_2_1_7 1.86e+08 / 1.83e+08 9.53e+07 / 9.53e+07 6.26e+07 / 6.26e+07 1.44 / 1.40 PS_2_1_8 1.54e+08 / 1.51e+08 6.96e+07 / 6.96e+07 5.66e+07 / 5.66e+07 1.49 / 1.43 PS_2_1_9 6.62e+07 / 6.50e+07 2.59e+07 / 2.59e+07 3.06e+07 / 3.06e+07 1.32 / 1.28 PS_2_1_10 2.40e+08 / 2.36e+08 1.12e+08 / 1.12e+08 7.64e+07 / 7.63e+07 1.68 / 1.62 PS_2_1_11 1.27e+08 / 1.27e+08 6.78e+07 / 6.78e+07 4.15e+07 / 4.15e+07 1.44 / 1.42 PS_2_1_12 6.69e+07 / 6.59e+07 2.85e+07 / 2.86e+07 2.84e+07 / 2.83e+07 1.35 / 1.32 PS_2_1_13 1.53e+08 / 1.51e+08 7.90e+07 / 7.90e+07 4.82e+07 / 4.82e+07 1.53 / 1.50 PS_2_1_14 1.19e+08 / 1.18e+08 5.98e+07 / 5.98e+07 3.72e+07 / 3.72e+07 1.59 / 1.57 PS_2_1_15 2.73e+07 / 2.69e+07 9.36e+06 / 9.36e+06 1.26e+07 / 1.26e+07 1.42 / 1.39 PS_2_1_16 1.87e+08 / 1.85e+08 9.63e+07 / 9.63e+07 6.08e+07 / 6.08e+07 1.50 / 1.45 PS_2_1_17 2.91e+07 / 2.90e+07 1.23e+07 / 1.23e+07 1.39e+07 / 1.39e+07 1.21 / 1.20 PS_2_1_18 6.42e+07 / 6.36e+07 3.04e+07 / 3.04e+07 2.72e+07 / 2.72e+07 1.24 / 1.22 PS_2_1_19 2.88e+07 / 2.86e+07 1.04e+07 / 1.04e+07 1.41e+07 / 1.41e+07 1.31 / 1.29 PS_2_1_20 1.81e+08 / 1.77e+08 8.31e+07 / 8.31e+07 6.38e+07 / 6.38e+07 1.53 / 1.48 PS_2_1_21 1.15e+08 / 1.13e+08 5.57e+07 / 5.57e+07 4.00e+07 / 4.00e+07 1.47 / 1.43 PS_2_1_22 1.27e+08 / 1.26e+08 6.31e+07 / 6.31e+07 4.18e+07 / 4.18e+07 1.53 / 1.49 PS_2_1_23 2.00e+07 / 1.98e+07 6.23e+06 / 6.23e+06 1.22e+07 / 1.22e+07 1.13 / 1.11 PS_2_1_24 5.18e+07 / 5.12e+07 2.24e+07 / 2.24e+07 2.06e+07 / 2.06e+07 1.43 / 1.40 PS_2_1_25 1.47e+08 / 1.44e+08 6.78e+07 / 6.81e+07 4.60e+07 / 4.58e+07 1.73 / 1.67 PS_2_1_26 4.44e+07 / 4.43e+07 2.01e+07 / 2.01e+07 1.98e+07 / 1.98e+07 1.23 / 1.22 PS_2_1_27 2.27e+08 / 2.23e+08 1.06e+08 / 1.06e+08 7.61e+07 / 7.61e+07 1.59 / 1.54 PS_2_1_28 7.11e+07 / 7.05e+07 3.38e+07 / 3.38e+07 2.91e+07 / 2.91e+07 1.28 / 1.26 PS_2_1_29 5.08e+07 / 4.98e+07 1.80e+07 / 1.81e+07 2.54e+07 / 2.53e+07 1.29 / 1.25 PS_2_1_30 5.00e+07 / 4.97e+07 2.24e+07 / 2.24e+07 2.21e+07 / 2.21e+07 1.25 / 1.24 PS_2_1_31 1.39e+08 / 1.37e+08 6.49e+07 / 6.49e+07 4.97e+07 / 4.97e+07 1.50 / 1.45 PS_2_1_32 7.19e+07 / 7.04e+07 2.71e+07 / 2.71e+07 3.32e+07 / 3.32e+07 1.35 / 1.31 PS_2_1_33 3.79e+07 / 3.75e+07 1.59e+07 / 1.59e+07 1.69e+07 / 1.69e+07 1.30 / 1.28 PS_2_1_34 7.12e+07 / 7.06e+07 3.19e+07 / 3.19e+07 2.74e+07 / 2.74e+07 1.43 / 1.41 PS_2_1_35 2.70e+07 / 2.66e+07 9.27e+06 / 9.27e+06 1.49e+07 / 1.49e+07 1.19 / 1.16 PS_2_1_36 1.24e+08 / 1.22e+08 5.37e+07 / 5.37e+07 4.86e+07 / 4.86e+07 1.45 / 1.40 PS_2_1_37 4.59e+07 / 4.55e+07 2.02e+07 / 2.02e+07 2.13e+07 / 2.13e+07 1.21 / 1.19
B-38 PS_2_1_38 1.50e+08 / 1.48e+08 7.91e+07 / 7.91e+07 4.89e+07 / 4.89e+07 1.45 / 1.42 PS_2_1_39 1.59e+07 / 1.59e+07 3.99e+06 / 3.99e+06 7.24e+06 / 7.24e+06 1.65 / 1.64 PS_2_1_40 2.33e+07 / 2.32e+07 8.69e+06 / 8.69e+06 1.15e+07 / 1.15e+07 1.27 / 1.26 PS_2_1_41 1.62e+07 / 1.60e+07 5.93e+06 / 5.93e+06 8.63e+06 / 8.63e+06 1.18 / 1.17 PS_2_1_42 6.12e+07 / 6.02e+07 2.49e+07 / 2.49e+07 2.58e+07 / 2.58e+07 1.40 / 1.37 PS_2_1_43 1.07e+08 / 1.05e+08 4.36e+07 / 4.36e+07 4.25e+07 / 4.25e+07 1.49 / 1.44 PS_2_1_44 1.48e+08 / 1.45e+08 6.65e+07 / 6.65e+07 5.46e+07 / 5.46e+07 1.49 / 1.44 PS_2_1_45 5.38e+07 / 5.36e+07 2.49e+07 / 2.49e+07 2.41e+07 / 2.41e+07 1.20 / 1.19 PS_2_1_46 4.33e+07 / 4.26e+07 1.51e+07 / 1.51e+07 2.11e+07 / 2.11e+07 1.33 / 1.30 PS_2_1_47 1.29e+08 / 1.26e+08 5.38e+07 / 5.38e+07 5.00e+07 / 5.00e+07 1.51 / 1.45 PS_2_1_48 1.22e+08 / 1.20e+08 5.66e+07 / 5.68e+07 4.55e+07 / 4.53e+07 1.44 / 1.40 PS_2_1_49 4.20e+07 / 4.14e+07 1.52e+07 / 1.52e+07 2.15e+07 / 2.15e+07 1.25 / 1.22 PS_2_1_50 1.03e+08 / 1.02e+08 4.72e+07 / 4.72e+07 3.64e+07 / 3.64e+07 1.54 / 1.50 PS_2_1_51 7.17e+07 / 7.10e+07 3.13e+07 / 3.13e+07 2.88e+07 / 2.88e+07 1.41 / 1.38 PS_2_1_52 1.10e+08 / 1.08e+08 5.05e+07 / 5.05e+07 4.08e+07 / 4.08e+07 1.46 / 1.42 PS_2_1_53 1.19e+08 / 1.16e+08 4.81e+07 / 4.81e+07 4.55e+07 / 4.55e+07 1.56 / 1.50 PS_2_1_54 1.94e+07 / 1.94e+07 7.16e+06 / 7.16e+06 1.06e+07 / 1.06e+07 1.16 / 1.16 PS_2_1_55 5.47e+07 / 5.44e+07 2.44e+07 / 2.44e+07 2.48e+07 / 2.48e+07 1.22 / 1.21 PS_2_1_56 1.62e+07 / 1.61e+07 6.33e+06 / 6.33e+06 8.46e+06 / 8.46e+06 1.16 / 1.15 PS_2_1_57 2.07e+08 / 2.03e+08 1.00e+08 / 1.00e+08 7.14e+07 / 7.14e+07 1.49 / 1.45 PS_2_1_58 8.20e+07 / 8.10e+07 3.56e+07 / 3.58e+07 3.30e+07 / 3.29e+07 1.41 / 1.38 PS_2_1_59 6.54e+07 / 6.49e+07 3.14e+07 / 3.16e+07 2.68e+07 / 2.67e+07 1.27 / 1.25 PS_2_1_60 3.99e+07 / 3.99e+07 1.64e+07 / 1.64e+07 1.86e+07 / 1.86e+07 1.26 / 1.26 PS_2_1_61 8.52e+07 / 8.31e+07 3.26e+07 / 3.26e+07 3.64e+07 / 3.64e+07 1.45 / 1.39 PS_2_1_62 4.25e+07 / 4.18e+07 1.51e+07 / 1.51e+07 2.16e+07 / 2.16e+07 1.27 / 1.24 PS_2_1_63 2.33e+07 / 2.30e+07 6.93e+06 / 6.93e+06 1.42e+07 / 1.42e+07 1.15 / 1.13 PS_2_1_64 2.37e+07 / 2.34e+07 7.97e+06 / 7.97e+06 1.34e+07 / 1.34e+07 1.17 / 1.15 PS_2_1_65 2.38e+07 / 2.37e+07 9.46e+06 / 9.46e+06 1.37e+07 / 1.37e+07 1.05 / 1.04 PS_2_1_66 6.34e+07 / 6.32e+07 3.07e+07 / 3.07e+07 2.73e+07 / 2.73e+07 1.19 / 1.19 PS_2_1_67 1.86e+08 / 1.84e+08 9.39e+07 / 9.39e+07 6.38e+07 / 6.38e+07 1.45 / 1.41 PS_2_1_68 2.37e+07 / 2.37e+07 8.77e+06 / 8.77e+06 1.28e+07 / 1.28e+07 1.17 / 1.17 PS_2_1_69 1.02e+08 / 1.01e+08 4.83e+07 / 4.84e+07 3.65e+07 / 3.64e+07 1.48 / 1.45 PS_2_1_70 1.06e+08 / 1.04e+08 4.46e+07 / 4.46e+07 4.26e+07 / 4.26e+07 1.45 / 1.40 PS_2_1_71 5.17e+07 / 5.07e+07 1.85e+07 / 1.85e+07 2.41e+07 / 2.41e+07 1.38 / 1.34 PS_2_1_72 4.32e+07 / 4.25e+07 1.53e+07 / 1.53e+07 2.12e+07 / 2.12e+07 1.31 / 1.28 PS_2_1_73 1.37e+08 / 1.36e+08 6.78e+07 / 6.78e+07 4.71e+07 / 4.71e+07 1.47 / 1.44 PS_2_1_74 3.78e+07 / 3.76e+07 1.60e+07 / 1.60e+07 1.83e+07 / 1.83e+07 1.19 / 1.18 PS_2_1_75 6.95e+07 / 6.93e+07 3.15e+07 / 3.15e+07 2.76e+07 / 2.76e+07 1.37 / 1.37 PS_2_1_76 1.65e+08 / 1.63e+08 8.69e+07 / 8.69e+07 5.32e+07 / 5.32e+07 1.47 / 1.43 PS_2_1_77 2.33e+07 / 2.29e+07 7.90e+06 / 7.90e+06 1.49e+07 / 1.49e+07 1.03 / 1.01 PS_2_1_78 1.45e+08 / 1.43e+08 7.04e+07 / 7.04e+07 5.36e+07 / 5.36e+07 1.39 / 1.35 PS_2_1_79 4.65e+07 / 4.57e+07 1.69e+07 / 1.69e+07 2.36e+07 / 2.36e+07 1.26 / 1.22 PS_2_1_80 6.60e+07 / 6.48e+07 2.74e+07 / 2.74e+07 2.97e+07 / 2.97e+07 1.30 / 1.26 PS_2_1_81 1.17e+08 / 1.16e+08 6.22e+07 / 6.22e+07 3.73e+07 / 3.73e+07 1.47 / 1.45 PS_2_1_82 2.09e+08 / 2.06e+08 9.78e+07 / 9.78e+07 7.12e+07 / 7.12e+07 1.57 / 1.51 PS_2_1_83 5.05e+07 / 4.99e+07 2.22e+07 / 2.22e+07 2.02e+07 / 2.02e+07 1.40 / 1.37 PS_2_1_84 7.15e+07 / 7.01e+07 2.82e+07 / 2.82e+07 3.15e+07 / 3.15e+07 1.38 / 1.33 PS_2_1_85 1.24e+08 / 1.22e+08 5.67e+07 / 5.70e+07 4.31e+07 / 4.29e+07 1.56 / 1.51
B-39 PS_2_1_86 2.24e+07 / 2.24e+07 7.29e+06 / 7.29e+06 1.17e+07 / 1.17e+07 1.29 / 1.29 PS_2_1_87 1.29e+08 / 1.26e+08 5.45e+07 / 5.45e+07 4.97e+07 / 4.97e+07 1.49 / 1.44 PS_2_1_88 9.50e+07 / 9.35e+07 4.11e+07 / 4.11e+07 3.60e+07 / 3.60e+07 1.50 / 1.46 PS_2_1_89 1.30e+08 / 1.27e+08 5.46e+07 / 5.46e+07 4.77e+07 / 4.77e+07 1.58 / 1.52 PS_2_1_90 1.61e+08 / 1.59e+08 8.16e+07 / 8.16e+07 4.93e+07 / 4.93e+07 1.62 / 1.57 PS_2_1_91 1.46e+08 / 1.44e+08 7.26e+07 / 7.26e+07 4.61e+07 / 4.61e+07 1.59 / 1.54 PS_2_1_92 1.15e+08 / 1.13e+08 5.60e+07 / 5.60e+07 4.10e+07 / 4.10e+07 1.43 / 1.40 PS_2_1_93 9.29e+07 / 9.04e+07 3.69e+07 / 3.69e+07 3.34e+07 / 3.34e+07 1.68 / 1.60 PS_2_1_94 5.75e+07 / 5.74e+07 2.90e+07 / 2.90e+07 2.44e+07 / 2.44e+07 1.17 / 1.17 PS_2_1_95 7.14e+07 / 7.00e+07 2.88e+07 / 2.88e+07 2.86e+07 / 2.86e+07 1.49 / 1.44 PS_2_1_96 2.36e+07 / 2.33e+07 6.66e+06 / 6.66e+06 1.32e+07 / 1.32e+07 1.28 / 1.26 PS_2_1_97 1.29e+08 / 1.26e+08 5.53e+07 / 5.53e+07 4.84e+07 / 4.84e+07 1.52 / 1.47 PS_2_1_98 2.92e+07 / 2.89e+07 1.18e+07 / 1.18e+07 1.48e+07 / 1.48e+07 1.17 / 1.15 PS_2_1_99 1.97e+07 / 1.95e+07 6.43e+06 / 6.43e+06 1.19e+07 / 1.19e+07 1.12 / 1.10 PS_2_1_100 2.80e+07 / 2.75e+07 9.67e+06 / 9.67e+06 1.44e+07 / 1.44e+07 1.27 / 1.24 Table 16 - Strength I Flexure - Positive SLG Demands & Rating - Two-Span PS Suite 2 Bridge ID Mn (+) [lb-in.] Int/Ext Factored DC1 + DC2 (+) [lb-in.] Int/Ext Factored LL (+) [lb-in.] Int/Ext St1M Inventory Rating (+) Int/Ext PS_2_2_1 1.23e+08 / 1.20e+08 5.41e+07 / 5.41e+07 4.61e+07 / 4.61e+07 1.49 / 1.43 PS_2_2_2 3.31e+07 / 3.28e+07 1.27e+07 / 1.27e+07 1.68e+07 / 1.68e+07 1.21 / 1.19 PS_2_2_3 2.37e+07 / 2.36e+07 9.39e+06 / 9.39e+06 1.14e+07 / 1.14e+07 1.26 / 1.24 PS_2_2_4 1.02e+08 / 1.00e+08 4.08e+07 / 4.08e+07 4.15e+07 / 4.15e+07 1.48 / 1.43 PS_2_2_5 9.46e+07 / 9.36e+07 4.44e+07 / 4.45e+07 3.59e+07 / 3.59e+07 1.40 / 1.37 PS_2_2_6 4.73e+07 / 4.65e+07 1.89e+07 / 1.89e+07 2.14e+07 / 2.14e+07 1.33 / 1.29 PS_2_2_7 1.40e+08 / 1.39e+08 7.11e+07 / 7.11e+07 4.51e+07 / 4.51e+07 1.52 / 1.49 PS_2_2_8 2.96e+07 / 2.93e+07 1.24e+07 / 1.24e+07 1.53e+07 / 1.53e+07 1.13 / 1.11 PS_2_2_9 1.85e+08 / 1.83e+08 9.10e+07 / 9.10e+07 6.87e+07 / 6.87e+07 1.37 / 1.33 PS_2_2_10 2.00e+07 / 1.98e+07 7.01e+06 / 7.01e+06 1.13e+07 / 1.13e+07 1.15 / 1.13 PS_2_2_11 1.37e+08 / 1.35e+08 6.68e+07 / 6.68e+07 4.92e+07 / 4.92e+07 1.43 / 1.40 PS_2_2_12 2.70e+07 / 2.66e+07 9.23e+06 / 9.23e+06 1.50e+07 / 1.50e+07 1.19 / 1.16 PS_2_2_13 5.00e+07 / 4.98e+07 2.26e+07 / 2.26e+07 2.25e+07 / 2.25e+07 1.22 / 1.21 PS_2_2_14 2.03e+07 / 2.01e+07 8.16e+06 / 8.16e+06 1.08e+07 / 1.08e+07 1.12 / 1.10 PS_2_2_15 9.77e+07 / 9.57e+07 4.18e+07 / 4.18e+07 3.36e+07 / 3.36e+07 1.66 / 1.61 PS_2_2_16 3.87e+07 / 3.81e+07 1.46e+07 / 1.46e+07 2.09e+07 / 2.09e+07 1.15 / 1.13 PS_2_2_17 1.99e+08 / 1.96e+08 9.28e+07 / 9.28e+07 6.79e+07 / 6.79e+07 1.57 / 1.52 PS_2_2_18 5.58e+07 / 5.45e+07 1.99e+07 / 1.99e+07 2.64e+07 / 2.64e+07 1.36 / 1.31 PS_2_2_19 1.98e+08 / 1.95e+08 9.52e+07 / 9.52e+07 6.42e+07 / 6.42e+07 1.60 / 1.56 PS_2_2_20 4.70e+07 / 4.62e+07 1.76e+07 / 1.76e+07 2.41e+07 / 2.41e+07 1.22 / 1.19 PS_2_2_21 6.07e+07 / 5.97e+07 2.46e+07 / 2.46e+07 2.83e+07 / 2.83e+07 1.28 / 1.24 PS_2_2_22 1.00e+08 / 9.80e+07 4.27e+07 / 4.27e+07 3.86e+07 / 3.86e+07 1.48 / 1.43 PS_2_2_23 9.51e+07 / 9.33e+07 4.03e+07 / 4.03e+07 3.60e+07 / 3.60e+07 1.52 / 1.47 PS_2_2_24 1.23e+08 / 1.22e+08 5.99e+07 / 5.99e+07 4.36e+07 / 4.36e+07 1.46 / 1.42 PS_2_2_25 2.33e+07 / 2.30e+07 7.39e+06 / 7.39e+06 1.48e+07 / 1.48e+07 1.07 / 1.05
B-40 PS_2_2_26 5.83e+07 / 5.82e+07 2.72e+07 / 2.72e+07 2.48e+07 / 2.48e+07 1.25 / 1.25 PS_2_2_27 2.08e+08 / 2.05e+08 1.02e+08 / 1.02e+08 7.11e+07 / 7.11e+07 1.49 / 1.45 PS_2_2_28 6.91e+07 / 6.89e+07 3.23e+07 / 3.23e+07 2.84e+07 / 2.84e+07 1.29 / 1.29 PS_2_2_29 4.20e+07 / 4.14e+07 1.72e+07 / 1.72e+07 2.13e+07 / 2.13e+07 1.16 / 1.14 PS_2_2_30 2.74e+07 / 2.70e+07 9.49e+06 / 9.49e+06 1.65e+07 / 1.65e+07 1.09 / 1.06 PS_2_2_31 7.68e+07 / 7.54e+07 3.14e+07 / 3.14e+07 3.14e+07 / 3.14e+07 1.45 / 1.40 PS_2_2_32 6.67e+07 / 6.58e+07 2.91e+07 / 2.91e+07 2.60e+07 / 2.60e+07 1.45 / 1.41 PS_2_2_33 1.46e+08 / 1.43e+08 6.66e+07 / 6.69e+07 5.23e+07 / 5.21e+07 1.52 / 1.47 PS_2_2_34 1.06e+08 / 1.03e+08 4.50e+07 / 4.50e+07 4.11e+07 / 4.11e+07 1.48 / 1.42 PS_2_2_35 5.68e+07 / 5.56e+07 1.97e+07 / 1.97e+07 2.58e+07 / 2.58e+07 1.44 / 1.39 PS_2_2_36 1.97e+07 / 1.96e+07 7.44e+06 / 7.44e+06 1.13e+07 / 1.13e+07 1.09 / 1.08 PS_2_2_37 4.81e+07 / 4.73e+07 1.95e+07 / 1.95e+07 2.08e+07 / 2.08e+07 1.38 / 1.34 PS_2_2_38 4.31e+07 / 4.24e+07 1.70e+07 / 1.71e+07 1.87e+07 / 1.86e+07 1.40 / 1.36 PS_2_2_39 1.89e+07 / 1.89e+07 6.68e+06 / 6.68e+06 1.08e+07 / 1.08e+07 1.13 / 1.13 PS_2_2_40 1.62e+08 / 1.59e+08 7.53e+07 / 7.55e+07 5.46e+07 / 5.45e+07 1.58 / 1.53 PS_2_2_41 1.55e+07 / 1.55e+07 5.99e+06 / 5.99e+06 9.32e+06 / 9.32e+06 1.03 / 1.02 PS_2_2_42 1.46e+08 / 1.43e+08 6.40e+07 / 6.40e+07 5.79e+07 / 5.79e+07 1.42 / 1.37 PS_2_2_43 1.06e+08 / 1.05e+08 5.36e+07 / 5.36e+07 3.74e+07 / 3.74e+07 1.40 / 1.38 PS_2_2_44 6.07e+07 / 5.97e+07 2.62e+07 / 2.62e+07 2.38e+07 / 2.38e+07 1.45 / 1.41 PS_2_2_45 4.23e+07 / 4.17e+07 1.53e+07 / 1.53e+07 2.10e+07 / 2.10e+07 1.29 / 1.26 PS_2_2_46 1.30e+08 / 1.28e+08 5.92e+07 / 5.92e+07 4.82e+07 / 4.82e+07 1.47 / 1.42 PS_2_2_47 1.28e+08 / 1.27e+08 6.55e+07 / 6.55e+07 4.09e+07 / 4.09e+07 1.53 / 1.50 PS_2_2_48 6.52e+07 / 6.41e+07 2.67e+07 / 2.67e+07 2.77e+07 / 2.77e+07 1.39 / 1.35 PS_2_2_49 1.09e+08 / 1.09e+08 5.75e+07 / 5.75e+07 3.99e+07 / 3.99e+07 1.29 / 1.28 PS_2_2_50 4.93e+07 / 4.91e+07 2.13e+07 / 2.13e+07 2.28e+07 / 2.28e+07 1.23 / 1.22 PS_2_2_51 3.38e+07 / 3.35e+07 1.27e+07 / 1.27e+07 1.57e+07 / 1.57e+07 1.35 / 1.33 PS_2_2_52 2.00e+08 / 1.96e+08 9.55e+07 / 9.55e+07 6.35e+07 / 6.35e+07 1.64 / 1.59 PS_2_2_53 5.73e+07 / 5.64e+07 2.24e+07 / 2.24e+07 2.58e+07 / 2.58e+07 1.35 / 1.32 PS_2_2_54 9.92e+07 / 9.86e+07 5.36e+07 / 5.36e+07 3.25e+07 / 3.25e+07 1.40 / 1.38 PS_2_2_55 1.30e+08 / 1.28e+08 6.18e+07 / 6.18e+07 4.71e+07 / 4.71e+07 1.45 / 1.41 PS_2_2_56 1.09e+08 / 1.07e+08 5.02e+07 / 5.03e+07 4.14e+07 / 4.13e+07 1.41 / 1.37 PS_2_2_57 5.02e+07 / 4.97e+07 2.16e+07 / 2.16e+07 2.41e+07 / 2.41e+07 1.19 / 1.17 PS_2_2_58 1.31e+08 / 1.29e+08 5.96e+07 / 5.96e+07 5.16e+07 / 5.16e+07 1.38 / 1.34 PS_2_2_59 5.07e+07 / 5.00e+07 2.18e+07 / 2.18e+07 2.09e+07 / 2.09e+07 1.39 / 1.35 PS_2_2_60 9.01e+07 / 8.97e+07 4.64e+07 / 4.64e+07 3.56e+07 / 3.56e+07 1.23 / 1.21 PS_2_2_61 6.01e+07 / 5.94e+07 2.55e+07 / 2.55e+07 2.62e+07 / 2.62e+07 1.32 / 1.30 PS_2_2_62 1.31e+08 / 1.28e+08 5.76e+07 / 5.76e+07 4.12e+07 / 4.12e+07 1.79 / 1.72 PS_2_2_63 2.07e+08 / 2.04e+08 9.95e+07 / 9.95e+07 6.75e+07 / 6.75e+07 1.59 / 1.54 PS_2_2_64 1.73e+08 / 1.72e+08 8.90e+07 / 8.90e+07 5.37e+07 / 5.37e+07 1.57 / 1.55 PS_2_2_65 2.08e+08 / 2.05e+08 1.04e+08 / 1.04e+08 5.95e+07 / 5.95e+07 1.74 / 1.69 PS_2_2_66 9.35e+07 / 9.10e+07 3.74e+07 / 3.74e+07 3.19e+07 / 3.19e+07 1.76 / 1.68 PS_2_2_67 1.55e+07 / 1.54e+07 4.78e+06 / 4.78e+06 7.11e+06 / 7.11e+06 1.50 / 1.50 PS_2_2_68 1.14e+08 / 1.11e+08 4.46e+07 / 4.46e+07 4.42e+07 / 4.42e+07 1.57 / 1.51 PS_2_2_69 1.15e+08 / 1.13e+08 4.94e+07 / 4.94e+07 4.62e+07 / 4.62e+07 1.43 / 1.38 PS_2_2_70 2.37e+07 / 2.34e+07 8.00e+06 / 8.00e+06 1.44e+07 / 1.44e+07 1.08 / 1.06 PS_2_2_71 1.54e+07 / 1.54e+07 5.14e+06 / 5.14e+06 7.63e+06 / 7.63e+06 1.35 / 1.34 PS_2_2_72 1.01e+08 / 9.90e+07 4.26e+07 / 4.26e+07 3.94e+07 / 3.94e+07 1.49 / 1.43 PS_2_2_73 3.89e+07 / 3.89e+07 1.76e+07 / 1.76e+07 1.81e+07 / 1.81e+07 1.17 / 1.17
B-41 PS_2_2_74 3.29e+07 / 3.29e+07 1.35e+07 / 1.35e+07 1.56e+07 / 1.56e+07 1.24 / 1.24 PS_2_2_75 2.95e+07 / 2.93e+07 1.22e+07 / 1.22e+07 1.44e+07 / 1.44e+07 1.20 / 1.19 PS_2_2_76 1.91e+08 / 1.88e+08 9.11e+07 / 9.11e+07 6.59e+07 / 6.59e+07 1.52 / 1.47 PS_2_2_77 1.18e+08 / 1.17e+08 6.00e+07 / 6.00e+07 3.79e+07 / 3.79e+07 1.53 / 1.51 PS_2_2_78 8.27e+07 / 8.14e+07 3.67e+07 / 3.67e+07 3.35e+07 / 3.35e+07 1.37 / 1.33 PS_2_2_79 2.31e+07 / 2.28e+07 8.51e+06 / 8.51e+06 1.19e+07 / 1.19e+07 1.23 / 1.21 PS_2_2_80 9.49e+07 / 9.40e+07 4.39e+07 / 4.39e+07 3.46e+07 / 3.46e+07 1.48 / 1.45 PS_2_2_81 1.99e+07 / 1.96e+07 5.68e+06 / 5.68e+06 1.07e+07 / 1.07e+07 1.32 / 1.30 PS_2_2_82 1.84e+08 / 1.82e+08 9.17e+07 / 9.17e+07 6.19e+07 / 6.19e+07 1.50 / 1.46 PS_2_2_83 1.09e+08 / 1.07e+08 4.75e+07 / 4.75e+07 4.31e+07 / 4.31e+07 1.43 / 1.39 PS_2_2_84 2.91e+07 / 2.89e+07 1.14e+07 / 1.14e+07 1.58e+07 / 1.58e+07 1.12 / 1.11 PS_2_2_85 1.87e+08 / 1.84e+08 9.42e+07 / 9.42e+07 5.94e+07 / 5.94e+07 1.56 / 1.51 PS_2_2_86 9.37e+07 / 9.20e+07 4.04e+07 / 4.04e+07 3.90e+07 / 3.90e+07 1.37 / 1.32 PS_2_2_87 5.69e+07 / 5.61e+07 2.37e+07 / 2.37e+07 2.65e+07 / 2.65e+07 1.25 / 1.22 PS_2_2_88 2.47e+07 / 2.45e+07 1.03e+07 / 1.03e+07 1.19e+07 / 1.19e+07 1.20 / 1.19 PS_2_2_89 2.73e+07 / 2.70e+07 9.35e+06 / 9.35e+06 1.33e+07 / 1.33e+07 1.35 / 1.33 PS_2_2_90 1.87e+08 / 1.84e+08 8.39e+07 / 8.39e+07 6.70e+07 / 6.70e+07 1.55 / 1.49 PS_2_2_91 1.55e+08 / 1.52e+08 7.17e+07 / 7.17e+07 5.25e+07 / 5.25e+07 1.58 / 1.53 PS_2_2_92 6.17e+07 / 6.07e+07 2.40e+07 / 2.40e+07 2.79e+07 / 2.79e+07 1.35 / 1.32 PS_2_2_93 1.59e+07 / 1.58e+07 4.67e+06 / 4.67e+06 9.01e+06 / 9.01e+06 1.25 / 1.24 PS_2_2_94 4.43e+07 / 4.42e+07 1.94e+07 / 1.94e+07 2.15e+07 / 2.15e+07 1.16 / 1.15 PS_2_2_95 1.56e+07 / 1.56e+07 4.09e+06 / 4.09e+06 7.60e+06 / 7.60e+06 1.52 / 1.51 PS_2_2_96 1.03e+08 / 1.01e+08 4.28e+07 / 4.29e+07 4.12e+07 / 4.11e+07 1.46 / 1.41 PS_2_2_97 6.70e+07 / 6.59e+07 2.66e+07 / 2.66e+07 2.87e+07 / 2.87e+07 1.41 / 1.37 PS_2_2_98 8.37e+07 / 8.25e+07 3.64e+07 / 3.64e+07 3.25e+07 / 3.25e+07 1.46 / 1.42 PS_2_2_99 1.43e+08 / 1.43e+08 8.07e+07 / 8.07e+07 4.31e+07 / 4.31e+07 1.45 / 1.43 PS_2_2_100 1.18e+08 / 1.17e+08 6.09e+07 / 6.09e+07 4.20e+07 / 4.20e+07 1.35 / 1.34
B-42 B.2.3.2 Negative Region Table 17 - Strength I Flexure - Negative SLG Demands & Rating - Two-Span PS Suite 1 Bridge ID Mn (-) [k-in.] Int/Ext Factored DC1 + DC2 (-) [k-in.] Int/Ext Factored LL (-) [k-in.] Int/Ext St1M Inventory Rating (-) Int/Ext PS_2_1_1 2.34e+07 / 2.34e+07 -3.98e+05 / -3.98e+05 -1.19e+07 / -1.19e+07 1.93 / 1.93 PS_2_1_2 3.72e+07 / 3.72e+07 -7.13e+05 / -7.13e+05 -2.02e+07 / -2.02e+07 1.81 / 1.81 PS_2_1_3 1.61e+08 / 1.61e+08 -4.57e+06 / -4.57e+06 -6.17e+07 / -6.17e+07 2.54 / 2.54 PS_2_1_4 3.90e+07 / 3.90e+07 -7.09e+05 / -7.09e+05 -2.19e+07 / -2.19e+07 1.75 / 1.75 PS_2_1_5 2.09e+07 / 2.09e+07 -5.29e+05 / -5.29e+05 -8.93e+06 / -8.93e+06 2.28 / 2.28 PS_2_1_6 1.65e+08 / 1.65e+08 -4.10e+06 / -4.10e+06 -7.66e+07 / -7.66e+07 2.11 / 2.11 PS_2_1_7 1.75e+08 / 1.75e+08 -3.95e+06 / -3.95e+06 -7.10e+07 / -7.10e+07 2.42 / 2.42 PS_2_1_8 1.40e+08 / 1.40e+08 -4.57e+06 / -4.57e+06 -6.41e+07 / -6.41e+07 2.12 / 2.12 PS_2_1_9 6.28e+07 / 6.28e+07 -2.17e+06 / -2.17e+06 -3.53e+07 / -3.53e+07 1.72 / 1.72 PS_2_1_10 2.09e+08 / 2.09e+08 -5.02e+06 / -5.02e+06 -8.65e+07 / -8.65e+07 2.36 / 2.36 PS_2_1_11 1.21e+08 / 1.21e+08 -2.66e+06 / -2.66e+06 -4.71e+07 / -4.71e+07 2.52 / 2.52 PS_2_1_12 6.32e+07 / 6.32e+07 -1.42e+06 / -1.42e+06 -3.25e+07 / -3.25e+07 1.90 / 1.90 PS_2_1_13 1.41e+08 / 1.41e+08 -4.11e+06 / -4.11e+06 -5.46e+07 / -5.46e+07 2.51 / 2.51 PS_2_1_14 1.08e+08 / 1.08e+08 -3.30e+06 / -3.30e+06 -4.23e+07 / -4.23e+07 2.47 / 2.47 PS_2_1_15 2.44e+07 / 2.44e+07 -4.69e+05 / -4.69e+05 -1.25e+07 / -1.25e+07 1.92 / 1.92 PS_2_1_16 1.75e+08 / 1.75e+08 -4.75e+06 / -4.75e+06 -6.89e+07 / -6.89e+07 2.46 / 2.46 PS_2_1_17 2.91e+07 / 2.91e+07 -5.08e+05 / -5.08e+05 -1.55e+07 / -1.55e+07 1.84 / 1.84 PS_2_1_18 6.41e+07 / 6.41e+07 -1.91e+06 / -1.91e+06 -3.10e+07 / -3.10e+07 2.00 / 2.00 PS_2_1_19 2.72e+07 / 2.72e+07 -6.32e+05 / -6.32e+05 -1.50e+07 / -1.50e+07 1.77 / 1.77 PS_2_1_20 1.63e+08 / 1.63e+08 -3.66e+06 / -3.66e+06 -7.23e+07 / -7.23e+07 2.21 / 2.21 PS_2_1_21 1.06e+08 / 1.06e+08 -3.51e+06 / -3.51e+06 -4.55e+07 / -4.55e+07 2.26 / 2.26 PS_2_1_22 1.17e+08 / 1.17e+08 -3.44e+06 / -3.44e+06 -4.74e+07 / -4.74e+07 2.39 / 2.39 PS_2_1_23 2.05e+07 / 2.05e+07 -4.50e+05 / -4.50e+05 -9.98e+06 / -9.98e+06 2.01 / 2.01 PS_2_1_24 4.78e+07 / 4.78e+07 -1.20e+06 / -1.20e+06 -2.38e+07 / -2.38e+07 1.95 / 1.95 PS_2_1_25 1.27e+08 / 1.27e+08 -3.18e+06 / -3.18e+06 -5.20e+07 / -5.20e+07 2.37 / 2.37 PS_2_1_26 4.43e+07 / 4.43e+07 -1.02e+06 / -1.02e+06 -2.28e+07 / -2.28e+07 1.90 / 1.90 PS_2_1_27 2.02e+08 / 2.02e+08 -5.24e+06 / -5.24e+06 -8.61e+07 / -8.61e+07 2.29 / 2.29 PS_2_1_28 7.00e+07 / 7.00e+07 -2.04e+06 / -2.04e+06 -3.32e+07 / -3.32e+07 2.05 / 2.05 PS_2_1_29 4.81e+07 / 4.81e+07 -1.15e+06 / -1.15e+06 -2.87e+07 / -2.87e+07 1.64 / 1.64 PS_2_1_30 4.95e+07 / 4.95e+07 -9.61e+05 / -9.61e+05 -2.55e+07 / -2.55e+07 1.90 / 1.90 PS_2_1_31 1.27e+08 / 1.27e+08 -2.73e+06 / -2.73e+06 -5.65e+07 / -5.65e+07 2.21 / 2.21 PS_2_1_32 6.70e+07 / 6.70e+07 -1.83e+06 / -1.83e+06 -3.84e+07 / -3.84e+07 1.70 / 1.70 PS_2_1_33 3.65e+07 / 3.65e+07 -1.06e+06 / -1.06e+06 -1.94e+07 / -1.94e+07 1.82 / 1.82 PS_2_1_34 6.59e+07 / 6.59e+07 -1.95e+06 / -1.95e+06 -3.13e+07 / -3.13e+07 2.04 / 2.04 PS_2_1_35 2.69e+07 / 2.69e+07 -4.60e+05 / -4.60e+05 -1.37e+07 / -1.37e+07 1.93 / 1.93 PS_2_1_36 1.14e+08 / 1.14e+08 -3.39e+06 / -3.39e+06 -5.51e+07 / -5.51e+07 2.00 / 2.00 PS_2_1_37 4.61e+07 / 4.61e+07 -7.99e+05 / -7.99e+05 -2.46e+07 / -2.46e+07 1.84 / 1.84 PS_2_1_38 1.42e+08 / 1.42e+08 -3.12e+06 / -3.12e+06 -5.54e+07 / -5.54e+07 2.51 / 2.51 PS_2_1_39 1.25e+07 / 1.25e+07 -2.29e+05 / -2.29e+05 -5.91e+06 / -5.91e+06 2.07 / 2.07
B-43 PS_2_1_40 2.25e+07 / 2.25e+07 -4.46e+05 / -4.46e+05 -1.17e+07 / -1.17e+07 1.88 / 1.88 PS_2_1_41 1.62e+07 / 1.62e+07 -3.28e+05 / -3.28e+05 -7.05e+06 / -7.05e+06 2.25 / 2.25 PS_2_1_42 5.64e+07 / 5.64e+07 -1.94e+06 / -1.94e+06 -2.98e+07 / -2.98e+07 1.83 / 1.83 PS_2_1_43 9.56e+07 / 9.56e+07 -1.98e+06 / -1.98e+06 -4.82e+07 / -4.82e+07 1.94 / 1.94 PS_2_1_44 1.35e+08 / 1.35e+08 -5.03e+06 / -5.03e+06 -6.19e+07 / -6.19e+07 2.09 / 2.09 PS_2_1_45 5.45e+07 / 5.45e+07 -1.05e+06 / -1.05e+06 -2.75e+07 / -2.75e+07 1.94 / 1.94 PS_2_1_46 4.03e+07 / 4.03e+07 -7.96e+05 / -7.96e+05 -2.31e+07 / -2.31e+07 1.71 / 1.71 PS_2_1_47 1.15e+08 / 1.15e+08 -3.58e+06 / -3.58e+06 -5.67e+07 / -5.67e+07 1.97 / 1.97 PS_2_1_48 1.13e+08 / 1.13e+08 -3.49e+06 / -3.49e+06 -5.15e+07 / -5.15e+07 2.14 / 2.14 PS_2_1_49 4.08e+07 / 4.08e+07 -9.21e+05 / -9.21e+05 -2.42e+07 / -2.42e+07 1.65 / 1.65 PS_2_1_50 9.30e+07 / 9.30e+07 -2.20e+06 / -2.20e+06 -4.13e+07 / -4.13e+07 2.20 / 2.20 PS_2_1_51 6.67e+07 / 6.67e+07 -1.81e+06 / -1.81e+06 -3.29e+07 / -3.29e+07 1.97 / 1.97 PS_2_1_52 1.01e+08 / 1.01e+08 -3.00e+06 / -3.00e+06 -4.64e+07 / -4.64e+07 2.12 / 2.12 PS_2_1_53 1.04e+08 / 1.04e+08 -2.29e+06 / -2.29e+06 -5.17e+07 / -5.17e+07 1.97 / 1.97 PS_2_1_54 1.97e+07 / 1.97e+07 -3.00e+05 / -3.00e+05 -1.00e+07 / -1.00e+07 1.93 / 1.93 PS_2_1_55 5.47e+07 / 5.47e+07 -8.60e+05 / -8.60e+05 -2.84e+07 / -2.84e+07 1.90 / 1.90 PS_2_1_56 1.64e+07 / 1.64e+07 -3.55e+05 / -3.55e+05 -6.64e+06 / -6.64e+06 2.42 / 2.42 PS_2_1_57 1.90e+08 / 1.90e+08 -5.08e+06 / -5.08e+06 -8.09e+07 / -8.09e+07 2.29 / 2.29 PS_2_1_58 7.63e+07 / 7.63e+07 -1.54e+06 / -1.54e+06 -3.75e+07 / -3.75e+07 1.99 / 1.99 PS_2_1_59 6.47e+07 / 6.47e+07 -1.47e+06 / -1.47e+06 -3.06e+07 / -3.06e+07 2.07 / 2.07 PS_2_1_60 3.90e+07 / 3.90e+07 -6.27e+05 / -6.27e+05 -2.15e+07 / -2.15e+07 1.78 / 1.78 PS_2_1_61 7.66e+07 / 7.66e+07 -1.93e+06 / -1.93e+06 -4.17e+07 / -4.17e+07 1.79 / 1.79 PS_2_1_62 4.08e+07 / 4.08e+07 -1.17e+06 / -1.17e+06 -2.39e+07 / -2.39e+07 1.66 / 1.66 PS_2_1_63 2.34e+07 / 2.34e+07 -3.75e+05 / -3.75e+05 -1.13e+07 / -1.13e+07 2.04 / 2.04 PS_2_1_64 2.38e+07 / 2.38e+07 -5.50e+05 / -5.50e+05 -1.14e+07 / -1.14e+07 2.04 / 2.04 PS_2_1_65 2.57e+07 / 2.57e+07 -5.97e+05 / -5.97e+05 -1.43e+07 / -1.43e+07 1.76 / 1.76 PS_2_1_66 6.45e+07 / 6.45e+07 -1.64e+06 / -1.64e+06 -3.12e+07 / -3.12e+07 2.02 / 2.02 PS_2_1_67 1.75e+08 / 1.75e+08 -4.95e+06 / -4.95e+06 -7.22e+07 / -7.22e+07 2.36 / 2.36 PS_2_1_68 2.40e+07 / 2.40e+07 -3.46e+05 / -3.46e+05 -1.34e+07 / -1.34e+07 1.76 / 1.76 PS_2_1_69 9.42e+07 / 9.42e+07 -2.07e+06 / -2.07e+06 -4.14e+07 / -4.14e+07 2.22 / 2.22 PS_2_1_70 9.69e+07 / 9.69e+07 -2.37e+06 / -2.37e+06 -4.84e+07 / -4.84e+07 1.95 / 1.95 PS_2_1_71 4.73e+07 / 4.73e+07 -1.05e+06 / -1.05e+06 -2.70e+07 / -2.70e+07 1.71 / 1.71 PS_2_1_72 4.06e+07 / 4.06e+07 -9.60e+05 / -9.60e+05 -2.33e+07 / -2.33e+07 1.70 / 1.70 PS_2_1_73 1.28e+08 / 1.28e+08 -2.48e+06 / -2.48e+06 -5.34e+07 / -5.34e+07 2.35 / 2.35 PS_2_1_74 3.81e+07 / 3.81e+07 -7.77e+05 / -7.77e+05 -2.10e+07 / -2.10e+07 1.77 / 1.77 PS_2_1_75 6.57e+07 / 6.57e+07 -1.87e+06 / -1.87e+06 -3.15e+07 / -3.15e+07 2.03 / 2.03 PS_2_1_76 1.56e+08 / 1.56e+08 -3.64e+06 / -3.64e+06 -6.03e+07 / -6.03e+07 2.52 / 2.52 PS_2_1_77 2.54e+07 / 2.54e+07 -6.20e+05 / -6.20e+05 -1.22e+07 / -1.22e+07 2.02 / 2.02 PS_2_1_78 1.38e+08 / 1.38e+08 -3.15e+06 / -3.15e+06 -6.08e+07 / -6.08e+07 2.21 / 2.21 PS_2_1_79 4.50e+07 / 4.50e+07 -8.55e+05 / -8.55e+05 -2.68e+07 / -2.68e+07 1.65 / 1.65 PS_2_1_80 6.34e+07 / 6.34e+07 -1.35e+06 / -1.35e+06 -3.41e+07 / -3.41e+07 1.82 / 1.82 PS_2_1_81 1.11e+08 / 1.11e+08 -2.01e+06 / -2.01e+06 -4.23e+07 / -4.23e+07 2.57 / 2.57 PS_2_1_82 1.88e+08 / 1.88e+08 -4.59e+06 / -4.59e+06 -8.07e+07 / -8.07e+07 2.27 / 2.27 PS_2_1_83 4.71e+07 / 4.71e+07 -1.35e+06 / -1.35e+06 -2.33e+07 / -2.33e+07 1.96 / 1.96 PS_2_1_84 6.63e+07 / 6.63e+07 -1.57e+06 / -1.57e+06 -3.61e+07 / -3.61e+07 1.79 / 1.79 PS_2_1_85 1.11e+08 / 1.11e+08 -2.25e+06 / -2.25e+06 -4.88e+07 / -4.88e+07 2.23 / 2.23 PS_2_1_86 2.11e+07 / 2.11e+07 -2.86e+05 / -2.86e+05 -1.16e+07 / -1.16e+07 1.79 / 1.79 PS_2_1_87 1.16e+08 / 1.16e+08 -2.41e+06 / -2.41e+06 -5.63e+07 / -5.63e+07 2.02 / 2.02
B-44 PS_2_1_88 8.57e+07 / 8.57e+07 -2.06e+06 / -2.06e+06 -4.09e+07 / -4.09e+07 2.05 / 2.05 PS_2_1_89 1.14e+08 / 1.14e+08 -3.14e+06 / -3.14e+06 -5.41e+07 / -5.41e+07 2.04 / 2.04 PS_2_1_90 1.45e+08 / 1.45e+08 -4.47e+06 / -4.47e+06 -5.59e+07 / -5.59e+07 2.52 / 2.52 PS_2_1_91 1.32e+08 / 1.32e+08 -3.39e+06 / -3.39e+06 -5.24e+07 / -5.24e+07 2.45 / 2.45 PS_2_1_92 1.08e+08 / 1.08e+08 -2.68e+06 / -2.68e+06 -4.66e+07 / -4.66e+07 2.25 / 2.25 PS_2_1_93 7.81e+07 / 7.81e+07 -2.42e+06 / -2.42e+06 -3.82e+07 / -3.82e+07 1.98 / 1.98 PS_2_1_94 5.92e+07 / 5.92e+07 -1.02e+06 / -1.02e+06 -2.79e+07 / -2.79e+07 2.09 / 2.09 PS_2_1_95 6.38e+07 / 6.38e+07 -1.99e+06 / -1.99e+06 -3.30e+07 / -3.30e+07 1.87 / 1.87 PS_2_1_96 2.21e+07 / 2.21e+07 -4.87e+05 / -4.87e+05 -1.07e+07 / -1.07e+07 2.02 / 2.02 PS_2_1_97 1.15e+08 / 1.15e+08 -3.29e+06 / -3.29e+06 -5.48e+07 / -5.48e+07 2.04 / 2.04 PS_2_1_98 2.96e+07 / 2.96e+07 -5.30e+05 / -5.30e+05 -1.60e+07 / -1.60e+07 1.81 / 1.81 PS_2_1_99 2.03e+07 / 2.03e+07 -4.62e+05 / -4.62e+05 -9.34e+06 / -9.34e+06 2.12 / 2.12 PS_2_1_100 2.67e+07 / 2.67e+07 -5.95e+05 / -5.95e+05 -1.29e+07 / -1.29e+07 2.02 / 2.02 Table 18 - Strength I Flexure - Negative SLG Demands & Rating - Two-Span PS Suite 2 Bridge ID Mn (-) [k-in.] Int/Ext Factored DC1 + DC2 (-) [k-in.] Int/Ext Factored LL (-) [k-in.] Int/Ext St1M Inventory Rating (-) Int/Ext PS_2_2_1 1.11e+08 / 1.11e+08 -3.77e+06 / -3.77e+06 -5.23e+07 / -5.23e+07 2.06 / 2.06 PS_2_2_2 3.29e+07 / 3.29e+07 -7.50e+05 / -7.50e+05 -1.87e+07 / -1.87e+07 1.72 / 1.72 PS_2_2_3 2.31e+07 / 2.31e+07 -6.43e+05 / -6.43e+05 -1.16e+07 / -1.16e+07 1.94 / 1.94 PS_2_2_4 9.14e+07 / 9.14e+07 -2.25e+06 / -2.25e+06 -4.73e+07 / -4.73e+07 1.88 / 1.88 PS_2_2_5 8.93e+07 / 8.93e+07 -1.67e+06 / -1.67e+06 -4.08e+07 / -4.08e+07 2.15 / 2.15 PS_2_2_6 4.48e+07 / 4.48e+07 -1.10e+06 / -1.10e+06 -2.45e+07 / -2.45e+07 1.78 / 1.78 PS_2_2_7 1.29e+08 / 1.29e+08 -3.81e+06 / -3.81e+06 -5.12e+07 / -5.12e+07 2.45 / 2.45 PS_2_2_8 3.08e+07 / 3.08e+07 -7.85e+05 / -7.85e+05 -1.59e+07 / -1.59e+07 1.89 / 1.89 PS_2_2_9 1.77e+08 / 1.77e+08 -4.15e+06 / -4.15e+06 -7.78e+07 / -7.78e+07 2.23 / 2.23 PS_2_2_10 2.03e+07 / 2.03e+07 -5.01e+05 / -5.01e+05 -9.09e+06 / -9.09e+06 2.18 / 2.18 PS_2_2_11 1.29e+08 / 1.29e+08 -2.66e+06 / -2.66e+06 -5.58e+07 / -5.58e+07 2.26 / 2.26 PS_2_2_12 2.69e+07 / 2.69e+07 -4.51e+05 / -4.51e+05 -1.46e+07 / -1.46e+07 1.82 / 1.82 PS_2_2_13 5.01e+07 / 5.01e+07 -9.14e+05 / -9.14e+05 -2.59e+07 / -2.59e+07 1.90 / 1.90 PS_2_2_14 2.11e+07 / 2.11e+07 -5.19e+05 / -5.19e+05 -8.92e+06 / -8.92e+06 2.31 / 2.31 PS_2_2_15 8.38e+07 / 8.38e+07 -1.87e+06 / -1.87e+06 -3.84e+07 / -3.84e+07 2.13 / 2.13 PS_2_2_16 3.95e+07 / 3.95e+07 -7.74e+05 / -7.74e+05 -2.27e+07 / -2.27e+07 1.70 / 1.70 PS_2_2_17 1.79e+08 / 1.79e+08 -4.62e+06 / -4.62e+06 -7.70e+07 / -7.70e+07 2.26 / 2.26 PS_2_2_18 5.15e+07 / 5.15e+07 -1.05e+06 / -1.05e+06 -3.02e+07 / -3.02e+07 1.67 / 1.67 PS_2_2_19 1.77e+08 / 1.77e+08 -5.70e+06 / -5.70e+06 -7.27e+07 / -7.27e+07 2.36 / 2.36 PS_2_2_20 4.63e+07 / 4.63e+07 -1.12e+06 / -1.12e+06 -2.72e+07 / -2.72e+07 1.66 / 1.66 PS_2_2_21 5.88e+07 / 5.88e+07 -1.76e+06 / -1.76e+06 -3.27e+07 / -3.27e+07 1.75 / 1.75 PS_2_2_22 9.04e+07 / 9.04e+07 -3.29e+06 / -3.29e+06 -4.38e+07 / -4.38e+07 1.99 / 1.99 PS_2_2_23 8.49e+07 / 8.49e+07 -1.72e+06 / -1.72e+06 -4.10e+07 / -4.10e+07 2.03 / 2.03 PS_2_2_24 1.15e+08 / 1.15e+08 -3.11e+06 / -3.11e+06 -4.95e+07 / -4.95e+07 2.26 / 2.26 PS_2_2_25 2.47e+07 / 2.47e+07 -4.60e+05 / -4.60e+05 -1.17e+07 / -1.17e+07 2.07 / 2.07 PS_2_2_26 5.79e+07 / 5.79e+07 -1.29e+06 / -1.29e+06 -2.84e+07 / -2.84e+07 1.99 / 1.99 PS_2_2_27 1.92e+08 / 1.92e+08 -4.32e+06 / -4.32e+06 -8.06e+07 / -8.06e+07 2.33 / 2.33
B-45 PS_2_2_28 6.75e+07 / 6.75e+07 -1.12e+06 / -1.12e+06 -3.25e+07 / -3.25e+07 2.04 / 2.04 PS_2_2_29 4.27e+07 / 4.27e+07 -8.68e+05 / -8.68e+05 -2.44e+07 / -2.44e+07 1.71 / 1.71 PS_2_2_30 2.88e+07 / 2.88e+07 -5.95e+05 / -5.95e+05 -1.48e+07 / -1.48e+07 1.91 / 1.91 PS_2_2_31 6.97e+07 / 6.97e+07 -1.80e+06 / -1.80e+06 -3.59e+07 / -3.59e+07 1.89 / 1.89 PS_2_2_32 6.13e+07 / 6.13e+07 -1.71e+06 / -1.71e+06 -2.98e+07 / -2.98e+07 2.00 / 2.00 PS_2_2_33 1.32e+08 / 1.32e+08 -2.99e+06 / -2.99e+06 -5.92e+07 / -5.92e+07 2.18 / 2.18 PS_2_2_34 9.56e+07 / 9.56e+07 -3.24e+06 / -3.24e+06 -4.67e+07 / -4.67e+07 1.98 / 1.98 PS_2_2_35 5.05e+07 / 5.05e+07 -1.09e+06 / -1.09e+06 -2.91e+07 / -2.91e+07 1.70 / 1.70 PS_2_2_36 2.08e+07 / 2.08e+07 -3.05e+05 / -3.05e+05 -1.03e+07 / -1.03e+07 1.98 / 1.98 PS_2_2_37 4.48e+07 / 4.48e+07 -1.01e+06 / -1.01e+06 -2.36e+07 / -2.36e+07 1.85 / 1.85 PS_2_2_38 3.97e+07 / 3.97e+07 -1.15e+06 / -1.15e+06 -2.06e+07 / -2.06e+07 1.87 / 1.87 PS_2_2_39 1.94e+07 / 1.94e+07 -2.76e+05 / -2.76e+05 -1.02e+07 / -1.02e+07 1.87 / 1.87 PS_2_2_40 1.44e+08 / 1.44e+08 -3.72e+06 / -3.72e+06 -6.17e+07 / -6.17e+07 2.28 / 2.28 PS_2_2_41 1.70e+07 / 1.70e+07 -2.59e+05 / -2.59e+05 -8.08e+06 / -8.08e+06 2.07 / 2.07 PS_2_2_42 1.36e+08 / 1.36e+08 -2.82e+06 / -2.82e+06 -6.56e+07 / -6.56e+07 2.02 / 2.02 PS_2_2_43 1.01e+08 / 1.01e+08 -1.87e+06 / -1.87e+06 -4.24e+07 / -4.24e+07 2.34 / 2.34 PS_2_2_44 5.56e+07 / 5.56e+07 -1.36e+06 / -1.36e+06 -2.74e+07 / -2.74e+07 1.98 / 1.98 PS_2_2_45 4.03e+07 / 4.03e+07 -1.05e+06 / -1.05e+06 -2.36e+07 / -2.36e+07 1.67 / 1.67 PS_2_2_46 1.19e+08 / 1.19e+08 -3.04e+06 / -3.04e+06 -5.46e+07 / -5.46e+07 2.13 / 2.13 PS_2_2_47 1.18e+08 / 1.18e+08 -2.50e+06 / -2.50e+06 -4.64e+07 / -4.64e+07 2.49 / 2.49 PS_2_2_48 6.04e+07 / 6.04e+07 -1.88e+06 / -1.88e+06 -3.18e+07 / -3.18e+07 1.84 / 1.84 PS_2_2_49 1.08e+08 / 1.08e+08 -2.93e+06 / -2.93e+06 -4.54e+07 / -4.54e+07 2.32 / 2.32 PS_2_2_50 4.90e+07 / 4.90e+07 -1.06e+06 / -1.06e+06 -2.62e+07 / -2.62e+07 1.83 / 1.83 PS_2_2_51 3.15e+07 / 3.15e+07 -7.42e+05 / -7.42e+05 -1.74e+07 / -1.74e+07 1.77 / 1.77 PS_2_2_52 1.77e+08 / 1.77e+08 -4.65e+06 / -4.65e+06 -7.19e+07 / -7.19e+07 2.39 / 2.39 PS_2_2_53 5.35e+07 / 5.35e+07 -1.17e+06 / -1.17e+06 -2.97e+07 / -2.97e+07 1.76 / 1.76 PS_2_2_54 9.57e+07 / 9.57e+07 -2.41e+06 / -2.41e+06 -3.69e+07 / -3.69e+07 2.52 / 2.52 PS_2_2_55 1.21e+08 / 1.21e+08 -2.88e+06 / -2.88e+06 -5.35e+07 / -5.35e+07 2.21 / 2.21 PS_2_2_56 1.02e+08 / 1.02e+08 -2.14e+06 / -2.14e+06 -4.70e+07 / -4.70e+07 2.12 / 2.12 PS_2_2_57 5.08e+07 / 5.08e+07 -1.07e+06 / -1.07e+06 -2.78e+07 / -2.78e+07 1.78 / 1.78 PS_2_2_58 1.24e+08 / 1.24e+08 -2.57e+06 / -2.57e+06 -5.86e+07 / -5.86e+07 2.06 / 2.06 PS_2_2_59 4.74e+07 / 4.74e+07 -1.23e+06 / -1.23e+06 -2.41e+07 / -2.41e+07 1.91 / 1.91 PS_2_2_60 9.11e+07 / 9.11e+07 -1.66e+06 / -1.66e+06 -4.06e+07 / -4.06e+07 2.21 / 2.21 PS_2_2_61 5.74e+07 / 5.74e+07 -1.16e+06 / -1.16e+06 -3.00e+07 / -3.00e+07 1.87 / 1.87 PS_2_2_62 1.10e+08 / 1.10e+08 -4.29e+06 / -4.29e+06 -4.68e+07 / -4.68e+07 2.26 / 2.26 PS_2_2_63 1.86e+08 / 1.86e+08 -5.17e+06 / -5.17e+06 -7.65e+07 / -7.65e+07 2.36 / 2.36 PS_2_2_64 1.59e+08 / 1.59e+08 -3.58e+06 / -3.58e+06 -6.08e+07 / -6.08e+07 2.55 / 2.55 PS_2_2_65 1.82e+08 / 1.82e+08 -4.38e+06 / -4.38e+06 -6.75e+07 / -6.75e+07 2.63 / 2.63 PS_2_2_66 7.71e+07 / 7.71e+07 -2.44e+06 / -2.44e+06 -3.65e+07 / -3.65e+07 2.04 / 2.04 PS_2_2_67 1.32e+07 / 1.32e+07 -3.22e+05 / -3.22e+05 -5.68e+06 / -5.68e+06 2.27 / 2.27 PS_2_2_68 9.87e+07 / 9.87e+07 -2.82e+06 / -2.82e+06 -5.03e+07 / -5.03e+07 1.91 / 1.91 PS_2_2_69 1.06e+08 / 1.06e+08 -3.56e+06 / -3.56e+06 -5.23e+07 / -5.23e+07 1.96 / 1.96 PS_2_2_70 2.49e+07 / 2.49e+07 -4.43e+05 / -4.43e+05 -1.18e+07 / -1.18e+07 2.07 / 2.07 PS_2_2_71 1.42e+07 / 1.42e+07 -3.17e+05 / -3.17e+05 -6.00e+06 / -6.00e+06 2.31 / 2.31 PS_2_2_72 9.11e+07 / 9.11e+07 -2.52e+06 / -2.52e+06 -4.48e+07 / -4.48e+07 1.98 / 1.98 PS_2_2_73 3.97e+07 / 3.97e+07 -7.19e+05 / -7.19e+05 -2.10e+07 / -2.10e+07 1.86 / 1.86 PS_2_2_74 3.23e+07 / 3.23e+07 -7.20e+05 / -7.20e+05 -1.79e+07 / -1.79e+07 1.77 / 1.77 PS_2_2_75 2.95e+07 / 2.95e+07 -7.51e+05 / -7.51e+05 -1.55e+07 / -1.55e+07 1.85 / 1.85
B-46 PS_2_2_76 1.74e+08 / 1.74e+08 -3.85e+06 / -3.85e+06 -7.47e+07 / -7.47e+07 2.28 / 2.28 PS_2_2_77 1.09e+08 / 1.09e+08 -2.45e+06 / -2.45e+06 -4.31e+07 / -4.31e+07 2.47 / 2.47 PS_2_2_78 7.80e+07 / 7.80e+07 -1.63e+06 / -1.63e+06 -3.82e+07 / -3.82e+07 2.00 / 2.00 PS_2_2_79 2.26e+07 / 2.26e+07 -4.19e+05 / -4.19e+05 -1.17e+07 / -1.17e+07 1.90 / 1.90 PS_2_2_80 8.72e+07 / 8.72e+07 -2.00e+06 / -2.00e+06 -3.93e+07 / -3.93e+07 2.17 / 2.17 PS_2_2_81 1.82e+07 / 1.82e+07 -3.38e+05 / -3.38e+05 -8.74e+06 / -8.74e+06 2.04 / 2.04 PS_2_2_82 1.71e+08 / 1.71e+08 -3.95e+06 / -3.95e+06 -7.01e+07 / -7.01e+07 2.38 / 2.38 PS_2_2_83 1.01e+08 / 1.01e+08 -2.17e+06 / -2.17e+06 -4.89e+07 / -4.89e+07 2.01 / 2.01 PS_2_2_84 3.02e+07 / 3.02e+07 -8.33e+05 / -8.33e+05 -1.67e+07 / -1.67e+07 1.76 / 1.76 PS_2_2_85 1.71e+08 / 1.71e+08 -4.25e+06 / -4.25e+06 -6.73e+07 / -6.73e+07 2.47 / 2.47 PS_2_2_86 8.83e+07 / 8.83e+07 -2.07e+06 / -2.07e+06 -4.43e+07 / -4.43e+07 1.95 / 1.95 PS_2_2_87 5.58e+07 / 5.58e+07 -1.30e+06 / -1.30e+06 -3.06e+07 / -3.06e+07 1.78 / 1.78 PS_2_2_88 2.47e+07 / 2.47e+07 -4.42e+05 / -4.42e+05 -1.25e+07 / -1.25e+07 1.95 / 1.95 PS_2_2_89 2.52e+07 / 2.52e+07 -4.40e+05 / -4.40e+05 -1.34e+07 / -1.34e+07 1.85 / 1.85 PS_2_2_90 1.68e+08 / 1.68e+08 -5.14e+06 / -5.14e+06 -7.57e+07 / -7.57e+07 2.15 / 2.15 PS_2_2_91 1.38e+08 / 1.38e+08 -4.56e+06 / -4.56e+06 -5.95e+07 / -5.95e+07 2.25 / 2.25 PS_2_2_92 5.76e+07 / 5.76e+07 -1.70e+06 / -1.70e+06 -3.21e+07 / -3.21e+07 1.74 / 1.74 PS_2_2_93 1.52e+07 / 1.52e+07 -2.67e+05 / -2.67e+05 -7.37e+06 / -7.37e+06 2.03 / 2.03 PS_2_2_94 4.55e+07 / 4.55e+07 -8.94e+05 / -8.94e+05 -2.48e+07 / -2.48e+07 1.80 / 1.80 PS_2_2_95 1.30e+07 / 1.30e+07 -2.41e+05 / -2.41e+05 -6.21e+06 / -6.21e+06 2.05 / 2.05 PS_2_2_96 9.34e+07 / 9.34e+07 -3.43e+06 / -3.43e+06 -4.69e+07 / -4.69e+07 1.92 / 1.92 PS_2_2_97 6.14e+07 / 6.14e+07 -1.71e+06 / -1.71e+06 -3.31e+07 / -3.31e+07 1.81 / 1.81 PS_2_2_98 7.65e+07 / 7.65e+07 -1.59e+06 / -1.59e+06 -3.70e+07 / -3.70e+07 2.02 / 2.02 PS_2_2_99 1.38e+08 / 1.38e+08 -2.66e+06 / -2.66e+06 -4.89e+07 / -4.89e+07 2.76 / 2.76 PS_2_2_100 1.14e+08 / 1.14e+08 -2.30e+06 / -2.30e+06 -4.76e+07 / -4.76e+07 2.35 / 2.35
B-47 B.2.4 Strength I Shear â SLG Demands and Ratings Table 19 - Strength I Shear - SLG Demands & Rating - Two-Span PS Suite 1 Bridge ID Vn [lb.] Int/Ext Factored DC1 + DC2 [lb.] Int/Ext Factored LL [lb.] Int/Ext St1V Inventory Rating Int/Ext PS_2_1_1 2.72e+05 / 2.72e+05 5.09e+04 / 5.09e+04 1.91e+05 / 1.91e+05 1.02 / 1.02 PS_2_1_2 2.78e+05 / 2.78e+05 6.93e+04 / 6.93e+04 1.77e+05 / 1.77e+05 1.02 / 1.02 PS_2_1_3 4.81e+05 / 4.81e+05 1.86e+05 / 1.86e+05 2.34e+05 / 2.34e+05 1.05 / 1.05 PS_2_1_4 2.59e+05 / 2.59e+05 6.74e+04 / 6.74e+04 1.62e+05 / 1.62e+05 1.02 / 1.02 PS_2_1_5 3.02e+05 / 3.02e+05 5.23e+04 / 5.23e+04 2.15e+05 / 2.15e+05 1.02 / 1.02 PS_2_1_6 5.67e+05 / 5.67e+05 1.90e+05 / 1.90e+05 3.08e+05 / 3.08e+05 1.04 / 1.04 PS_2_1_7 5.31e+05 / 5.31e+05 1.97e+05 / 1.97e+05 2.70e+05 / 2.70e+05 1.04 / 1.04 PS_2_1_8 5.26e+05 / 5.26e+05 1.68e+05 / 1.68e+05 2.91e+05 / 2.91e+05 1.05 / 1.05 PS_2_1_9 4.20e+05 / 4.20e+05 1.01e+05 / 1.01e+05 2.66e+05 / 2.66e+05 1.04 / 1.04 PS_2_1_10 6.44e+05 / 6.44e+05 2.37e+05 / 2.37e+05 3.29e+05 / 3.29e+05 1.04 / 1.04 PS_2_1_11 4.23e+05 / 4.23e+05 1.53e+05 / 1.53e+05 2.20e+05 / 2.20e+05 1.03 / 1.03 PS_2_1_12 3.60e+05 / 3.60e+05 9.87e+04 / 9.87e+04 2.19e+05 / 2.19e+05 1.03 / 1.03 PS_2_1_13 4.82e+05 / 4.82e+05 1.71e+05 / 1.71e+05 2.52e+05 / 2.52e+05 1.05 / 1.05 PS_2_1_14 4.23e+05 / 4.23e+05 1.44e+05 / 1.44e+05 2.26e+05 / 2.26e+05 1.04 / 1.04 PS_2_1_15 2.70e+05 / 2.70e+05 5.35e+04 / 5.35e+04 1.86e+05 / 1.86e+05 1.02 / 1.02 PS_2_1_16 6.14e+05 / 6.14e+05 2.09e+05 / 2.09e+05 3.30e+05 / 3.30e+05 1.04 / 1.04 PS_2_1_17 2.50e+05 / 2.50e+05 5.84e+04 / 5.84e+04 1.64e+05 / 1.64e+05 1.02 / 1.02 PS_2_1_18 3.49e+05 / 3.49e+05 9.63e+04 / 9.63e+04 2.10e+05 / 2.10e+05 1.04 / 1.04 PS_2_1_19 2.22e+05 / 2.22e+05 5.37e+04 / 5.37e+04 1.42e+05 / 1.42e+05 1.03 / 1.03 PS_2_1_20 5.49e+05 / 5.49e+05 1.91e+05 / 1.91e+05 2.92e+05 / 2.92e+05 1.04 / 1.04 PS_2_1_21 4.57e+05 / 4.57e+05 1.40e+05 / 1.40e+05 2.61e+05 / 2.61e+05 1.04 / 1.04 PS_2_1_22 4.63e+05 / 4.63e+05 1.49e+05 / 1.49e+05 2.57e+05 / 2.57e+05 1.04 / 1.04 PS_2_1_23 2.70e+05 / 2.70e+05 4.83e+04 / 4.83e+04 1.90e+05 / 1.90e+05 1.02 / 1.02 PS_2_1_24 3.78e+05 / 3.78e+05 8.97e+04 / 8.97e+04 2.45e+05 / 2.45e+05 1.03 / 1.03 PS_2_1_25 5.54e+05 / 5.54e+05 1.68e+05 / 1.68e+05 3.21e+05 / 3.21e+05 1.03 / 1.03 PS_2_1_26 2.80e+05 / 2.80e+05 7.35e+04 / 7.35e+04 1.74e+05 / 1.74e+05 1.03 / 1.03 PS_2_1_27 6.09e+05 / 6.09e+05 2.20e+05 / 2.20e+05 3.15e+05 / 3.15e+05 1.04 / 1.04 PS_2_1_28 3.30e+05 / 3.30e+05 1.04e+05 / 1.04e+05 1.85e+05 / 1.85e+05 1.04 / 1.04 PS_2_1_29 3.30e+05 / 3.30e+05 7.98e+04 / 7.98e+04 2.10e+05 / 2.10e+05 1.03 / 1.03 PS_2_1_30 2.89e+05 / 2.89e+05 8.06e+04 / 8.06e+04 1.76e+05 / 1.76e+05 1.02 / 1.02 PS_2_1_31 4.96e+05 / 4.96e+05 1.62e+05 / 1.62e+05 2.76e+05 / 2.76e+05 1.03 / 1.03 PS_2_1_32 4.06e+05 / 4.06e+05 1.03e+05 / 1.03e+05 2.53e+05 / 2.53e+05 1.04 / 1.04 PS_2_1_33 2.82e+05 / 2.82e+05 6.75e+04 / 6.75e+04 1.80e+05 / 1.80e+05 1.03 / 1.03 PS_2_1_34 3.18e+05 / 3.18e+05 9.99e+04 / 9.99e+04 1.78e+05 / 1.78e+05 1.04 / 1.04 PS_2_1_35 3.06e+05 / 3.06e+05 5.69e+04 / 5.69e+04 2.14e+05 / 2.14e+05 1.02 / 1.02 PS_2_1_36 4.98e+05 / 4.98e+05 1.51e+05 / 1.51e+05 2.85e+05 / 2.85e+05 1.04 / 1.04 PS_2_1_37 2.74e+05 / 2.74e+05 8.00e+04 / 8.00e+04 1.62e+05 / 1.62e+05 1.02 / 1.02 PS_2_1_38 5.15e+05 / 5.15e+05 1.74e+05 / 1.74e+05 2.81e+05 / 2.81e+05 1.03 / 1.03 PS_2_1_39 1.70e+05 / 1.70e+05 3.27e+04 / 3.27e+04 1.18e+05 / 1.18e+05 1.02 / 1.02 PS_2_1_40 2.22e+05 / 2.22e+05 4.81e+04 / 4.81e+04 1.48e+05 / 1.48e+05 1.02 / 1.02
B-48 PS_2_1_41 2.85e+05 / 2.85e+05 4.56e+04 / 4.56e+04 2.08e+05 / 2.08e+05 1.02 / 1.02 PS_2_1_42 3.72e+05 / 3.72e+05 9.20e+04 / 9.20e+04 2.34e+05 / 2.34e+05 1.04 / 1.04 PS_2_1_43 4.40e+05 / 4.40e+05 1.28e+05 / 1.28e+05 2.61e+05 / 2.61e+05 1.03 / 1.03 PS_2_1_44 5.43e+05 / 5.43e+05 1.70e+05 / 1.70e+05 3.02e+05 / 3.02e+05 1.06 / 1.06 PS_2_1_45 3.05e+05 / 3.05e+05 8.20e+04 / 8.20e+04 1.88e+05 / 1.88e+05 1.02 / 1.02 PS_2_1_46 3.16e+05 / 3.16e+05 7.48e+04 / 7.48e+04 2.05e+05 / 2.05e+05 1.02 / 1.02 PS_2_1_47 4.81e+05 / 4.81e+05 1.47e+05 / 1.47e+05 2.74e+05 / 2.74e+05 1.05 / 1.05 PS_2_1_48 4.61e+05 / 4.61e+05 1.43e+05 / 1.43e+05 2.60e+05 / 2.60e+05 1.04 / 1.04 PS_2_1_49 3.02e+05 / 3.02e+05 6.99e+04 / 6.99e+04 1.96e+05 / 1.96e+05 1.03 / 1.03 PS_2_1_50 4.36e+05 / 4.36e+05 1.31e+05 / 1.31e+05 2.53e+05 / 2.53e+05 1.03 / 1.03 PS_2_1_51 3.47e+05 / 3.47e+05 1.02e+05 / 1.02e+05 2.03e+05 / 2.03e+05 1.04 / 1.04 PS_2_1_52 4.44e+05 / 4.44e+05 1.38e+05 / 1.38e+05 2.52e+05 / 2.52e+05 1.04 / 1.04 PS_2_1_53 4.73e+05 / 4.73e+05 1.40e+05 / 1.40e+05 2.77e+05 / 2.77e+05 1.03 / 1.03 PS_2_1_54 1.98e+05 / 1.98e+05 4.29e+04 / 4.29e+04 1.33e+05 / 1.33e+05 1.02 / 1.02 PS_2_1_55 2.86e+05 / 2.86e+05 8.27e+04 / 8.27e+04 1.71e+05 / 1.71e+05 1.02 / 1.02 PS_2_1_56 2.56e+05 / 2.56e+05 4.42e+04 / 4.42e+04 1.83e+05 / 1.83e+05 1.02 / 1.02 PS_2_1_57 5.79e+05 / 5.79e+05 2.10e+05 / 2.10e+05 2.97e+05 / 2.97e+05 1.05 / 1.05 PS_2_1_58 3.50e+05 / 3.50e+05 1.06e+05 / 1.06e+05 2.03e+05 / 2.03e+05 1.03 / 1.03 PS_2_1_59 3.44e+05 / 3.44e+05 1.01e+05 / 1.01e+05 2.03e+05 / 2.03e+05 1.03 / 1.03 PS_2_1_60 2.35e+05 / 2.35e+05 6.75e+04 / 6.75e+04 1.40e+05 / 1.40e+05 1.02 / 1.02 PS_2_1_61 4.41e+05 / 4.41e+05 1.11e+05 / 1.11e+05 2.78e+05 / 2.78e+05 1.03 / 1.03 PS_2_1_62 3.17e+05 / 3.17e+05 7.17e+04 / 7.17e+04 2.07e+05 / 2.07e+05 1.03 / 1.03 PS_2_1_63 2.61e+05 / 2.61e+05 5.01e+04 / 5.01e+04 1.81e+05 / 1.81e+05 1.02 / 1.02 PS_2_1_64 2.43e+05 / 2.43e+05 5.10e+04 / 5.10e+04 1.63e+05 / 1.63e+05 1.03 / 1.03 PS_2_1_65 2.23e+05 / 2.23e+05 5.02e+04 / 5.02e+04 1.46e+05 / 1.46e+05 1.03 / 1.03 PS_2_1_66 3.13e+05 / 3.13e+05 9.28e+04 / 9.28e+04 1.83e+05 / 1.83e+05 1.03 / 1.03 PS_2_1_67 5.35e+05 / 5.35e+05 2.00e+05 / 2.00e+05 2.69e+05 / 2.69e+05 1.05 / 1.05 PS_2_1_68 1.86e+05 / 1.86e+05 4.70e+04 / 4.70e+04 1.18e+05 / 1.18e+05 1.02 / 1.02 PS_2_1_69 4.40e+05 / 4.40e+05 1.31e+05 / 1.31e+05 2.58e+05 / 2.58e+05 1.03 / 1.03 PS_2_1_70 4.31e+05 / 4.31e+05 1.27e+05 / 1.27e+05 2.52e+05 / 2.52e+05 1.03 / 1.03 PS_2_1_71 3.75e+05 / 3.75e+05 8.58e+04 / 8.58e+04 2.46e+05 / 2.46e+05 1.03 / 1.03 PS_2_1_72 3.14e+05 / 3.14e+05 7.44e+04 / 7.44e+04 2.03e+05 / 2.03e+05 1.03 / 1.03 PS_2_1_73 4.33e+05 / 4.33e+05 1.59e+05 / 1.59e+05 2.23e+05 / 2.23e+05 1.03 / 1.03 PS_2_1_74 2.54e+05 / 2.54e+05 6.70e+04 / 6.70e+04 1.57e+05 / 1.57e+05 1.03 / 1.03 PS_2_1_75 3.15e+05 / 3.15e+05 9.45e+04 / 9.45e+04 1.82e+05 / 1.82e+05 1.04 / 1.04 PS_2_1_76 5.28e+05 / 5.28e+05 1.88e+05 / 1.88e+05 2.78e+05 / 2.78e+05 1.04 / 1.04 PS_2_1_77 2.77e+05 / 2.77e+05 5.20e+04 / 5.20e+04 1.92e+05 / 1.92e+05 1.03 / 1.03 PS_2_1_78 4.67e+05 / 4.67e+05 1.63e+05 / 1.63e+05 2.48e+05 / 2.48e+05 1.04 / 1.04 PS_2_1_79 3.11e+05 / 3.11e+05 7.54e+04 / 7.54e+04 1.99e+05 / 1.99e+05 1.02 / 1.02 PS_2_1_80 3.87e+05 / 3.87e+05 9.75e+04 / 9.75e+04 2.45e+05 / 2.45e+05 1.02 / 1.02 PS_2_1_81 4.21e+05 / 4.21e+05 1.43e+05 / 1.43e+05 2.31e+05 / 2.31e+05 1.03 / 1.03 PS_2_1_82 6.06e+05 / 6.06e+05 2.16e+05 / 2.16e+05 3.16e+05 / 3.16e+05 1.04 / 1.04 PS_2_1_83 3.55e+05 / 3.55e+05 8.37e+04 / 8.37e+04 2.29e+05 / 2.29e+05 1.03 / 1.03 PS_2_1_84 3.55e+05 / 3.55e+05 9.90e+04 / 9.90e+04 2.14e+05 / 2.14e+05 1.03 / 1.03 PS_2_1_85 4.63e+05 / 4.63e+05 1.48e+05 / 1.48e+05 2.62e+05 / 2.62e+05 1.03 / 1.03 PS_2_1_86 1.79e+05 / 1.79e+05 4.17e+04 / 4.17e+04 1.18e+05 / 1.18e+05 1.02 / 1.02 PS_2_1_87 4.72e+05 / 4.72e+05 1.45e+05 / 1.45e+05 2.71e+05 / 2.71e+05 1.03 / 1.03 PS_2_1_88 3.67e+05 / 3.67e+05 1.18e+05 / 1.18e+05 2.04e+05 / 2.04e+05 1.04 / 1.04
B-49 PS_2_1_89 4.64e+05 / 4.64e+05 1.46e+05 / 1.46e+05 2.61e+05 / 2.61e+05 1.04 / 1.04 PS_2_1_90 5.44e+05 / 5.44e+05 1.82e+05 / 1.82e+05 2.94e+05 / 2.94e+05 1.04 / 1.04 PS_2_1_91 5.71e+05 / 5.71e+05 1.73e+05 / 1.73e+05 3.31e+05 / 3.31e+05 1.03 / 1.03 PS_2_1_92 4.40e+05 / 4.40e+05 1.40e+05 / 1.40e+05 2.47e+05 / 2.47e+05 1.03 / 1.03 PS_2_1_93 4.89e+05 / 4.89e+05 1.23e+05 / 1.23e+05 3.07e+05 / 3.07e+05 1.03 / 1.03 PS_2_1_94 3.21e+05 / 3.21e+05 8.97e+04 / 8.97e+04 1.95e+05 / 1.95e+05 1.02 / 1.02 PS_2_1_95 4.53e+05 / 4.53e+05 1.05e+05 / 1.05e+05 2.93e+05 / 2.93e+05 1.03 / 1.03 PS_2_1_96 2.68e+05 / 2.68e+05 4.95e+04 / 4.95e+04 1.87e+05 / 1.87e+05 1.02 / 1.02 PS_2_1_97 4.58e+05 / 4.58e+05 1.44e+05 / 1.44e+05 2.57e+05 / 2.57e+05 1.04 / 1.04 PS_2_1_98 2.66e+05 / 2.66e+05 6.01e+04 / 6.01e+04 1.76e+05 / 1.76e+05 1.02 / 1.02 PS_2_1_99 2.30e+05 / 2.30e+05 4.50e+04 / 4.50e+04 1.58e+05 / 1.58e+05 1.03 / 1.03 PS_2_1_100 3.06e+05 / 3.06e+05 5.97e+04 / 5.97e+04 2.11e+05 / 2.11e+05 1.02 / 1.02 Table 20 - Strength I Shear - SLG Demands & Rating - Two-Span PS Suite 2 Bridge ID Vn [lb.] Int/Ext Factored DC1 + DC2 [lb.] Int/Ext Factored LL [lb.] Int/Ext St1V Inventory Rating Int/Ext PS_2_2_1 4.80e+05 / 4.80e+05 1.44e+05 / 1.44e+05 2.76e+05 / 2.76e+05 1.05 / 1.05 PS_2_2_2 2.64e+05 / 2.64e+05 6.07e+04 / 6.07e+04 1.72e+05 / 1.72e+05 1.03 / 1.03 PS_2_2_3 2.47e+05 / 2.47e+05 5.14e+04 / 5.14e+04 1.66e+05 / 1.66e+05 1.03 / 1.03 PS_2_2_4 4.60e+05 / 4.60e+05 1.29e+05 / 1.29e+05 2.76e+05 / 2.76e+05 1.03 / 1.03 PS_2_2_5 3.76e+05 / 3.76e+05 1.21e+05 / 1.21e+05 2.12e+05 / 2.12e+05 1.03 / 1.03 PS_2_2_6 3.28e+05 / 3.28e+05 7.92e+04 / 7.92e+04 2.10e+05 / 2.10e+05 1.03 / 1.03 PS_2_2_7 4.59e+05 / 4.59e+05 1.59e+05 / 1.59e+05 2.43e+05 / 2.43e+05 1.04 / 1.04 PS_2_2_8 3.22e+05 / 3.22e+05 6.63e+04 / 6.63e+04 2.19e+05 / 2.19e+05 1.02 / 1.02 PS_2_2_9 5.58e+05 / 5.58e+05 1.96e+05 / 1.96e+05 2.94e+05 / 2.94e+05 1.04 / 1.04 PS_2_2_10 3.06e+05 / 3.06e+05 5.14e+04 / 5.14e+04 2.19e+05 / 2.19e+05 1.02 / 1.02 PS_2_2_11 4.48e+05 / 4.48e+05 1.59e+05 / 1.59e+05 2.36e+05 / 2.36e+05 1.03 / 1.03 PS_2_2_12 2.45e+05 / 2.45e+05 5.37e+04 / 5.37e+04 1.63e+05 / 1.63e+05 1.02 / 1.02 PS_2_2_13 2.83e+05 / 2.83e+05 8.01e+04 / 8.01e+04 1.71e+05 / 1.71e+05 1.02 / 1.02 PS_2_2_14 3.05e+05 / 3.05e+05 5.37e+04 / 5.37e+04 2.16e+05 / 2.16e+05 1.02 / 1.02 PS_2_2_15 5.25e+05 / 5.25e+05 1.35e+05 / 1.35e+05 3.30e+05 / 3.30e+05 1.02 / 1.02 PS_2_2_16 3.05e+05 / 3.05e+05 7.32e+04 / 7.32e+04 1.96e+05 / 1.96e+05 1.03 / 1.03 PS_2_2_17 5.73e+05 / 5.73e+05 2.05e+05 / 2.05e+05 2.98e+05 / 2.98e+05 1.04 / 1.04 PS_2_2_18 3.48e+05 / 3.48e+05 8.62e+04 / 8.62e+04 2.22e+05 / 2.22e+05 1.03 / 1.03 PS_2_2_19 5.54e+05 / 5.54e+05 2.06e+05 / 2.06e+05 2.77e+05 / 2.77e+05 1.06 / 1.06 PS_2_2_20 3.20e+05 / 3.20e+05 7.90e+04 / 7.90e+04 2.02e+05 / 2.02e+05 1.03 / 1.03 PS_2_2_21 4.12e+05 / 4.12e+05 9.58e+04 / 9.58e+04 2.66e+05 / 2.66e+05 1.03 / 1.03 PS_2_2_22 4.30e+05 / 4.30e+05 1.21e+05 / 1.21e+05 2.54e+05 / 2.54e+05 1.05 / 1.05 PS_2_2_23 4.34e+05 / 4.34e+05 1.20e+05 / 1.20e+05 2.64e+05 / 2.64e+05 1.02 / 1.02 PS_2_2_24 4.48e+05 / 4.48e+05 1.49e+05 / 1.49e+05 2.44e+05 / 2.44e+05 1.04 / 1.04 PS_2_2_25 2.80e+05 / 2.80e+05 5.21e+04 / 5.21e+04 1.96e+05 / 1.96e+05 1.02 / 1.02 PS_2_2_26 2.99e+05 / 2.99e+05 8.85e+04 / 8.85e+04 1.75e+05 / 1.75e+05 1.03 / 1.03 PS_2_2_27 5.92e+05 / 5.92e+05 2.16e+05 / 2.16e+05 3.05e+05 / 3.05e+05 1.04 / 1.04 PS_2_2_28 3.15e+05 / 3.15e+05 9.55e+04 / 9.55e+04 1.84e+05 / 1.84e+05 1.02 / 1.02
B-50 PS_2_2_29 2.76e+05 / 2.76e+05 7.18e+04 / 7.18e+04 1.72e+05 / 1.72e+05 1.03 / 1.03 PS_2_2_30 2.83e+05 / 2.83e+05 5.85e+04 / 5.85e+04 1.91e+05 / 1.91e+05 1.02 / 1.02 PS_2_2_31 3.68e+05 / 3.68e+05 1.03e+05 / 1.03e+05 2.21e+05 / 2.21e+05 1.03 / 1.03 PS_2_2_32 3.76e+05 / 3.76e+05 9.76e+04 / 9.76e+04 2.33e+05 / 2.33e+05 1.03 / 1.03 PS_2_2_33 5.66e+05 / 5.66e+05 1.70e+05 / 1.70e+05 3.30e+05 / 3.30e+05 1.03 / 1.03 PS_2_2_34 4.73e+05 / 4.73e+05 1.28e+05 / 1.28e+05 2.86e+05 / 2.86e+05 1.04 / 1.04 PS_2_2_35 3.75e+05 / 3.75e+05 8.97e+04 / 8.97e+04 2.41e+05 / 2.41e+05 1.03 / 1.03 PS_2_2_36 2.06e+05 / 2.06e+05 4.56e+04 / 4.56e+04 1.37e+05 / 1.37e+05 1.02 / 1.02 PS_2_2_37 3.80e+05 / 3.80e+05 8.59e+04 / 8.59e+04 2.50e+05 / 2.50e+05 1.02 / 1.02 PS_2_2_38 4.09e+05 / 4.09e+05 8.23e+04 / 8.23e+04 2.78e+05 / 2.78e+05 1.03 / 1.03 PS_2_2_39 1.86e+05 / 1.86e+05 4.00e+04 / 4.00e+04 1.26e+05 / 1.26e+05 1.02 / 1.02 PS_2_2_40 5.27e+05 / 5.27e+05 1.72e+05 / 1.72e+05 2.91e+05 / 2.91e+05 1.04 / 1.04 PS_2_2_41 1.84e+05 / 1.84e+05 3.83e+04 / 3.83e+04 1.25e+05 / 1.25e+05 1.02 / 1.02 PS_2_2_42 5.26e+05 / 5.26e+05 1.68e+05 / 1.68e+05 2.95e+05 / 2.95e+05 1.03 / 1.03 PS_2_2_43 3.87e+05 / 3.87e+05 1.32e+05 / 1.32e+05 2.10e+05 / 2.10e+05 1.03 / 1.03 PS_2_2_44 3.91e+05 / 3.91e+05 9.25e+04 / 9.25e+04 2.54e+05 / 2.54e+05 1.02 / 1.02 PS_2_2_45 2.91e+05 / 2.91e+05 7.03e+04 / 7.03e+04 1.85e+05 / 1.85e+05 1.03 / 1.03 PS_2_2_46 4.79e+05 / 4.79e+05 1.49e+05 / 1.49e+05 2.72e+05 / 2.72e+05 1.04 / 1.04 PS_2_2_47 4.32e+05 / 4.32e+05 1.53e+05 / 1.53e+05 2.29e+05 / 2.29e+05 1.03 / 1.03 PS_2_2_48 3.67e+05 / 3.67e+05 9.17e+04 / 9.17e+04 2.30e+05 / 2.30e+05 1.04 / 1.04 PS_2_2_49 3.81e+05 / 3.81e+05 1.37e+05 / 1.37e+05 1.96e+05 / 1.96e+05 1.05 / 1.05 PS_2_2_50 2.61e+05 / 2.61e+05 7.64e+04 / 7.64e+04 1.53e+05 / 1.53e+05 1.03 / 1.03 PS_2_2_51 2.43e+05 / 2.43e+05 6.06e+04 / 6.06e+04 1.54e+05 / 1.54e+05 1.03 / 1.03 PS_2_2_52 6.21e+05 / 6.21e+05 2.10e+05 / 2.10e+05 3.36e+05 / 3.36e+05 1.04 / 1.04 PS_2_2_53 3.44e+05 / 3.44e+05 9.12e+04 / 9.12e+04 2.13e+05 / 2.13e+05 1.03 / 1.03 PS_2_2_54 4.21e+05 / 4.21e+05 1.34e+05 / 1.34e+05 2.37e+05 / 2.37e+05 1.03 / 1.03 PS_2_2_55 4.31e+05 / 4.31e+05 1.50e+05 / 1.50e+05 2.30e+05 / 2.30e+05 1.04 / 1.04 PS_2_2_56 4.26e+05 / 4.26e+05 1.34e+05 / 1.34e+05 2.42e+05 / 2.42e+05 1.03 / 1.03 PS_2_2_57 3.05e+05 / 3.05e+05 8.12e+04 / 8.12e+04 1.88e+05 / 1.88e+05 1.03 / 1.03 PS_2_2_58 4.73e+05 / 4.73e+05 1.53e+05 / 1.53e+05 2.64e+05 / 2.64e+05 1.03 / 1.03 PS_2_2_59 3.80e+05 / 3.80e+05 8.61e+04 / 8.61e+04 2.50e+05 / 2.50e+05 1.02 / 1.02 PS_2_2_60 3.61e+05 / 3.61e+05 1.21e+05 / 1.21e+05 1.98e+05 / 1.98e+05 1.03 / 1.03 PS_2_2_61 3.09e+05 / 3.09e+05 8.76e+04 / 8.76e+04 1.85e+05 / 1.85e+05 1.03 / 1.03 PS_2_2_62 5.89e+05 / 5.89e+05 1.60e+05 / 1.60e+05 3.55e+05 / 3.55e+05 1.04 / 1.04 PS_2_2_63 5.53e+05 / 5.53e+05 2.07e+05 / 2.07e+05 2.77e+05 / 2.77e+05 1.05 / 1.05 PS_2_2_64 4.70e+05 / 4.70e+05 1.83e+05 / 1.83e+05 2.31e+05 / 2.31e+05 1.04 / 1.04 PS_2_2_65 6.44e+05 / 6.44e+05 2.19e+05 / 2.19e+05 3.48e+05 / 3.48e+05 1.03 / 1.03 PS_2_2_66 5.00e+05 / 5.00e+05 1.24e+05 / 1.24e+05 3.16e+05 / 3.16e+05 1.03 / 1.03 PS_2_2_67 2.08e+05 / 2.08e+05 3.49e+04 / 3.49e+04 1.49e+05 / 1.49e+05 1.02 / 1.02 PS_2_2_68 4.74e+05 / 4.74e+05 1.38e+05 / 1.38e+05 2.77e+05 / 2.77e+05 1.04 / 1.04 PS_2_2_69 4.57e+05 / 4.57e+05 1.35e+05 / 1.35e+05 2.63e+05 / 2.63e+05 1.05 / 1.05 PS_2_2_70 2.73e+05 / 2.73e+05 5.33e+04 / 5.33e+04 1.89e+05 / 1.89e+05 1.02 / 1.02 PS_2_2_71 1.94e+05 / 1.94e+05 3.54e+04 / 3.54e+04 1.36e+05 / 1.36e+05 1.02 / 1.02 PS_2_2_72 4.61e+05 / 4.61e+05 1.27e+05 / 1.27e+05 2.78e+05 / 2.78e+05 1.03 / 1.03 PS_2_2_73 2.61e+05 / 2.61e+05 6.74e+04 / 6.74e+04 1.64e+05 / 1.64e+05 1.02 / 1.02 PS_2_2_74 2.42e+05 / 2.42e+05 5.86e+04 / 5.86e+04 1.55e+05 / 1.55e+05 1.03 / 1.03 PS_2_2_75 2.75e+05 / 2.75e+05 6.17e+04 / 6.17e+04 1.81e+05 / 1.81e+05 1.03 / 1.03 PS_2_2_76 5.72e+05 / 5.72e+05 2.04e+05 / 2.04e+05 2.99e+05 / 2.99e+05 1.04 / 1.04
B-51 PS_2_2_77 4.03e+05 / 4.03e+05 1.41e+05 / 1.41e+05 2.14e+05 / 2.14e+05 1.03 / 1.03 PS_2_2_78 4.13e+05 / 4.13e+05 1.12e+05 / 1.12e+05 2.54e+05 / 2.54e+05 1.02 / 1.02 PS_2_2_79 2.53e+05 / 2.53e+05 4.89e+04 / 4.89e+04 1.76e+05 / 1.76e+05 1.02 / 1.02 PS_2_2_80 3.57e+05 / 3.57e+05 1.21e+05 / 1.21e+05 1.94e+05 / 1.94e+05 1.04 / 1.04 PS_2_2_81 2.24e+05 / 2.24e+05 4.30e+04 / 4.30e+04 1.55e+05 / 1.55e+05 1.02 / 1.02 PS_2_2_82 5.00e+05 / 5.00e+05 1.90e+05 / 1.90e+05 2.50e+05 / 2.50e+05 1.04 / 1.04 PS_2_2_83 4.36e+05 / 4.36e+05 1.33e+05 / 1.33e+05 2.51e+05 / 2.51e+05 1.03 / 1.03 PS_2_2_84 2.45e+05 / 2.45e+05 5.88e+04 / 5.88e+04 1.56e+05 / 1.56e+05 1.04 / 1.04 PS_2_2_85 5.60e+05 / 5.60e+05 2.01e+05 / 2.01e+05 2.92e+05 / 2.92e+05 1.04 / 1.04 PS_2_2_86 3.90e+05 / 3.90e+05 1.16e+05 / 1.16e+05 2.27e+05 / 2.27e+05 1.03 / 1.03 PS_2_2_87 3.30e+05 / 3.30e+05 9.16e+04 / 9.16e+04 1.99e+05 / 1.99e+05 1.03 / 1.03 PS_2_2_88 2.52e+05 / 2.52e+05 5.51e+04 / 5.51e+04 1.69e+05 / 1.69e+05 1.02 / 1.02 PS_2_2_89 2.31e+05 / 2.31e+05 5.23e+04 / 5.23e+04 1.52e+05 / 1.52e+05 1.02 / 1.02 PS_2_2_90 5.76e+05 / 5.76e+05 1.92e+05 / 1.92e+05 3.11e+05 / 3.11e+05 1.05 / 1.05 PS_2_2_91 5.50e+05 / 5.50e+05 1.73e+05 / 1.73e+05 3.07e+05 / 3.07e+05 1.05 / 1.05 PS_2_2_92 3.85e+05 / 3.85e+05 9.52e+04 / 9.52e+04 2.42e+05 / 2.42e+05 1.04 / 1.04 PS_2_2_93 2.03e+05 / 2.03e+05 3.73e+04 / 3.73e+04 1.43e+05 / 1.43e+05 1.02 / 1.02 PS_2_2_94 2.56e+05 / 2.56e+05 7.25e+04 / 7.25e+04 1.53e+05 / 1.53e+05 1.03 / 1.03 PS_2_2_95 1.66e+05 / 1.66e+05 3.23e+04 / 3.23e+04 1.15e+05 / 1.15e+05 1.02 / 1.02 PS_2_2_96 4.71e+05 / 4.71e+05 1.33e+05 / 1.33e+05 2.78e+05 / 2.78e+05 1.05 / 1.05 PS_2_2_97 3.47e+05 / 3.47e+05 9.59e+04 / 9.59e+04 2.08e+05 / 2.08e+05 1.04 / 1.04 PS_2_2_98 3.95e+05 / 3.95e+05 1.12e+05 / 1.12e+05 2.37e+05 / 2.37e+05 1.03 / 1.03 PS_2_2_99 4.73e+05 / 4.73e+05 1.74e+05 / 1.74e+05 2.44e+05 / 2.44e+05 1.03 / 1.03 PS_2_2_100 3.73e+05 / 3.73e+05 1.41e+05 / 1.41e+05 1.87e+05 / 1.87e+05 1.04 / 1.04
B-52 B.2.5 Service II â SLG Demands and Ratings B.2.5.1 Positive Region Table 21 - Service III - SLG Demands & Rating - Two-Span PS Suite 1 Bridge ID Fn (+) [psi] Int/Ext Factored DC1 + DC2 (+) [psi] Int/Ext Factored LL (+) [psi] Int/Ext Sv3 Inventory Rating (+) Int/Ext PS_2_1_1 2.35e+03 / 2.35e+03 1.53e+03 / 1.53e+03 7.38e+02 / 7.58e+02 1.11 / 1.08 PS_2_1_2 2.66e+03 / 2.66e+03 1.85e+03 / 1.85e+03 7.61e+02 / 7.74e+02 1.05 / 1.03 PS_2_1_3 3.38e+03 / 3.38e+03 2.62e+03 / 2.63e+03 6.79e+02 / 6.90e+02 1.11 / 1.09 PS_2_1_4 2.92e+03 / 2.92e+03 1.88e+03 / 1.88e+03 8.48e+02 / 8.61e+02 1.22 / 1.20 PS_2_1_5 2.06e+03 / 2.06e+03 1.41e+03 / 1.41e+03 6.08e+02 / 6.28e+02 1.08 / 1.04 PS_2_1_6 4.30e+03 / 4.30e+03 3.09e+03 / 3.10e+03 1.07e+03 / 1.10e+03 1.12 / 1.09 PS_2_1_7 3.56e+03 / 3.56e+03 2.75e+03 / 2.76e+03 7.70e+02 / 7.88e+02 1.04 / 1.02 PS_2_1_8 4.20e+03 / 4.20e+03 3.12e+03 / 3.12e+03 1.04e+03 / 1.07e+03 1.04 / 1.01 PS_2_1_9 3.34e+03 / 3.34e+03 2.21e+03 / 2.21e+03 1.02e+03 / 1.04e+03 1.11 / 1.08 PS_2_1_10 4.19e+03 / 4.19e+03 3.24e+03 / 3.24e+03 9.05e+02 / 9.32e+02 1.06 / 1.03 PS_2_1_11 3.28e+03 / 3.28e+03 2.59e+03 / 2.59e+03 6.78e+02 / 6.85e+02 1.03 / 1.02 PS_2_1_12 3.44e+03 / 3.44e+03 2.45e+03 / 2.46e+03 9.29e+02 / 9.49e+02 1.06 / 1.04 PS_2_1_13 3.03e+03 / 3.03e+03 2.28e+03 / 2.29e+03 6.10e+02 / 6.21e+02 1.21 / 1.19 PS_2_1_14 3.04e+03 / 3.04e+03 2.28e+03 / 2.28e+03 6.07e+02 / 6.15e+02 1.26 / 1.24 PS_2_1_15 2.61e+03 / 2.61e+03 1.65e+03 / 1.65e+03 7.34e+02 / 7.52e+02 1.31 / 1.27 PS_2_1_16 3.54e+03 / 3.54e+03 2.78e+03 / 2.78e+03 7.33e+02 / 7.54e+02 1.03 / 1.00 PS_2_1_17 2.12e+03 / 2.12e+03 1.44e+03 / 1.44e+03 6.12e+02 / 6.16e+02 1.11 / 1.10 PS_2_1_18 2.83e+03 / 2.83e+03 2.03e+03 / 2.03e+03 7.51e+02 / 7.62e+02 1.06 / 1.05 PS_2_1_19 2.10e+03 / 2.10e+03 1.22e+03 / 1.22e+03 6.26e+02 / 6.34e+02 1.40 / 1.39 PS_2_1_20 4.21e+03 / 4.21e+03 3.17e+03 / 3.17e+03 9.99e+02 / 1.03e+03 1.04 / 1.01 PS_2_1_21 3.35e+03 / 3.35e+03 2.49e+03 / 2.49e+03 7.58e+02 / 7.73e+02 1.14 / 1.11 PS_2_1_22 3.25e+03 / 3.25e+03 2.41e+03 / 2.41e+03 6.85e+02 / 6.98e+02 1.23 / 1.21 PS_2_1_23 1.98e+03 / 1.98e+03 1.09e+03 / 1.10e+03 6.93e+02 / 7.18e+02 1.28 / 1.23 PS_2_1_24 2.74e+03 / 2.74e+03 1.92e+03 / 1.92e+03 6.71e+02 / 6.87e+02 1.23 / 1.20 PS_2_1_25 4.03e+03 / 4.03e+03 3.05e+03 / 3.05e+03 8.36e+02 / 8.58e+02 1.17 / 1.13 PS_2_1_26 2.50e+03 / 2.50e+03 1.73e+03 / 1.73e+03 6.94e+02 / 6.96e+02 1.12 / 1.11 PS_2_1_27 4.08e+03 / 4.08e+03 3.07e+03 / 3.07e+03 9.23e+02 / 9.49e+02 1.10 / 1.07 PS_2_1_28 3.07e+03 / 3.07e+03 2.26e+03 / 2.26e+03 7.87e+02 / 7.98e+02 1.04 / 1.03 PS_2_1_29 3.34e+03 / 3.34e+03 2.11e+03 / 2.11e+03 1.09e+03 / 1.12e+03 1.13 / 1.10 PS_2_1_30 2.76e+03 / 2.76e+03 1.93e+03 / 1.93e+03 7.58e+02 / 7.66e+02 1.10 / 1.09 PS_2_1_31 3.88e+03 / 3.88e+03 2.91e+03 / 2.91e+03 9.10e+02 / 9.33e+02 1.07 / 1.04 PS_2_1_32 3.56e+03 / 3.56e+03 2.32e+03 / 2.32e+03 1.09e+03 / 1.12e+03 1.14 / 1.11 PS_2_1_33 2.66e+03 / 2.66e+03 1.85e+03 / 1.85e+03 7.44e+02 / 7.55e+02 1.09 / 1.07 PS_2_1_34 3.01e+03 / 3.01e+03 2.12e+03 / 2.13e+03 7.40e+02 / 7.49e+02 1.20 / 1.18
B-53 PS_2_1_35 2.60e+03 / 2.60e+03 1.64e+03 / 1.64e+03 8.70e+02 / 8.99e+02 1.10 / 1.07 PS_2_1_36 3.98e+03 / 3.98e+03 2.90e+03 / 2.90e+03 1.04e+03 / 1.07e+03 1.04 / 1.01 PS_2_1_37 2.49e+03 / 2.49e+03 1.74e+03 / 1.74e+03 7.09e+02 / 7.20e+02 1.06 / 1.04 PS_2_1_38 3.32e+03 / 3.32e+03 2.61e+03 / 2.61e+03 6.89e+02 / 7.04e+02 1.03 / 1.01 PS_2_1_39 1.68e+03 / 1.68e+03 7.02e+02 / 7.02e+02 4.36e+02 / 4.41e+02 2.25 / 2.23 PS_2_1_40 2.36e+03 / 2.36e+03 1.53e+03 / 1.53e+03 6.92e+02 / 7.00e+02 1.20 / 1.18 PS_2_1_41 1.70e+03 / 1.70e+03 1.04e+03 / 1.04e+03 4.90e+02 / 5.07e+02 1.35 / 1.31 PS_2_1_42 3.18e+03 / 3.18e+03 2.13e+03 / 2.14e+03 8.58e+02 / 8.79e+02 1.22 / 1.19 PS_2_1_43 4.13e+03 / 4.13e+03 2.92e+03 / 2.92e+03 1.12e+03 / 1.15e+03 1.08 / 1.05 PS_2_1_44 4.00e+03 / 4.00e+03 2.98e+03 / 2.98e+03 9.88e+02 / 1.02e+03 1.04 / 1.01 PS_2_1_45 3.03e+03 / 3.03e+03 2.14e+03 / 2.14e+03 8.51e+02 / 8.58e+02 1.05 / 1.04 PS_2_1_46 2.87e+03 / 2.87e+03 1.77e+03 / 1.77e+03 8.78e+02 / 9.04e+02 1.25 / 1.21 PS_2_1_47 4.11e+03 / 4.11e+03 2.90e+03 / 2.91e+03 1.09e+03 / 1.12e+03 1.11 / 1.08 PS_2_1_48 3.49e+03 / 3.49e+03 2.54e+03 / 2.55e+03 8.54e+02 / 8.73e+02 1.11 / 1.08 PS_2_1_49 2.89e+03 / 2.89e+03 1.79e+03 / 1.79e+03 9.36e+02 / 9.61e+02 1.18 / 1.14 PS_2_1_50 3.46e+03 / 3.46e+03 2.55e+03 / 2.56e+03 7.94e+02 / 8.10e+02 1.14 / 1.12 PS_2_1_51 3.00e+03 / 3.00e+03 2.09e+03 / 2.09e+03 7.67e+02 / 7.80e+02 1.19 / 1.17 PS_2_1_52 3.67e+03 / 3.67e+03 2.72e+03 / 2.72e+03 8.86e+02 / 9.06e+02 1.07 / 1.04 PS_2_1_53 4.45e+03 / 4.45e+03 3.21e+03 / 3.21e+03 1.19e+03 / 1.22e+03 1.04 / 1.01 PS_2_1_54 2.01e+03 / 2.01e+03 1.27e+03 / 1.27e+03 6.45e+02 / 6.49e+02 1.15 / 1.14 PS_2_1_55 2.98e+03 / 2.98e+03 2.10e+03 / 2.10e+03 8.60e+02 / 8.65e+02 1.02 / 1.01 PS_2_1_56 1.71e+03 / 1.71e+03 1.12e+03 / 1.12e+03 4.82e+02 / 4.94e+02 1.23 / 1.20 PS_2_1_57 3.80e+03 / 3.80e+03 2.89e+03 / 2.89e+03 8.70e+02 / 8.94e+02 1.05 / 1.01 PS_2_1_58 3.42e+03 / 3.42e+03 2.39e+03 / 2.39e+03 9.00e+02 / 9.15e+02 1.15 / 1.13 PS_2_1_59 2.83e+03 / 2.83e+03 2.10e+03 / 2.10e+03 7.21e+02 / 7.31e+02 1.02 / 1.00 PS_2_1_60 2.26e+03 / 2.26e+03 1.41e+03 / 1.41e+03 6.43e+02 / 6.44e+02 1.32 / 1.32 PS_2_1_61 4.12e+03 / 4.12e+03 2.79e+03 / 2.80e+03 1.22e+03 / 1.25e+03 1.09 / 1.06 PS_2_1_62 2.88e+03 / 2.88e+03 1.76e+03 / 1.76e+03 9.23e+02 / 9.50e+02 1.21 / 1.18 PS_2_1_63 2.31e+03 / 2.31e+03 1.21e+03 / 1.22e+03 8.37e+02 / 8.65e+02 1.30 / 1.26 PS_2_1_64 2.33e+03 / 2.33e+03 1.40e+03 / 1.40e+03 7.67e+02 / 7.91e+02 1.21 / 1.17 PS_2_1_65 1.84e+03 / 1.84e+03 1.11e+03 / 1.11e+03 6.22e+02 / 6.30e+02 1.18 / 1.17 PS_2_1_66 2.84e+03 / 2.84e+03 2.05e+03 / 2.05e+03 7.71e+02 / 7.75e+02 1.03 / 1.02 PS_2_1_67 3.54e+03 / 3.54e+03 2.71e+03 / 2.71e+03 7.77e+02 / 7.97e+02 1.07 / 1.04 PS_2_1_68 1.84e+03 / 1.84e+03 1.04e+03 / 1.04e+03 5.89e+02 / 5.90e+02 1.37 / 1.37 PS_2_1_69 3.48e+03 / 3.48e+03 2.61e+03 / 2.61e+03 8.06e+02 / 8.22e+02 1.08 / 1.06 PS_2_1_70 4.14e+03 / 4.14e+03 2.98e+03 / 2.98e+03 1.13e+03 / 1.16e+03 1.03 / 1.01 PS_2_1_71 3.33e+03 / 3.33e+03 2.17e+03 / 2.17e+03 1.01e+03 / 1.04e+03 1.16 / 1.12 PS_2_1_72 2.88e+03 / 2.88e+03 1.80e+03 / 1.80e+03 8.86e+02 / 9.12e+02 1.22 / 1.18 PS_2_1_73 3.40e+03 / 3.40e+03 2.59e+03 / 2.59e+03 7.55e+02 / 7.68e+02 1.08 / 1.06 PS_2_1_74 2.72e+03 / 2.72e+03 1.87e+03 / 1.87e+03 8.07e+02 / 8.15e+02 1.05 / 1.04 PS_2_1_75 3.02e+03 / 3.02e+03 2.10e+03 / 2.10e+03 7.72e+02 / 7.75e+02 1.19 / 1.18 PS_2_1_76 3.22e+03 / 3.22e+03 2.51e+03 / 2.51e+03 6.57e+02 / 6.71e+02 1.08 / 1.06 PS_2_1_77 2.33e+03 / 2.33e+03 1.38e+03 / 1.38e+03 8.86e+02 / 9.15e+02 1.07 / 1.03 PS_2_1_78 3.59e+03 / 3.59e+03 2.68e+03 / 2.68e+03 8.63e+02 / 8.83e+02 1.05 / 1.03 PS_2_1_79 3.15e+03 / 3.15e+03 1.98e+03 / 1.98e+03 1.02e+03 / 1.05e+03 1.15 / 1.11 PS_2_1_80 3.38e+03 / 3.38e+03 2.36e+03 / 2.36e+03 9.90e+02 / 1.02e+03 1.03 / 1.00
B-54 PS_2_1_81 3.07e+03 / 3.07e+03 2.38e+03 / 2.38e+03 6.25e+02 / 6.31e+02 1.11 / 1.10 PS_2_1_82 4.22e+03 / 4.22e+03 3.22e+03 / 3.22e+03 9.63e+02 / 9.90e+02 1.04 / 1.01 PS_2_1_83 2.75e+03 / 2.75e+03 1.90e+03 / 1.91e+03 6.82e+02 / 6.95e+02 1.24 / 1.21 PS_2_1_84 3.60e+03 / 3.60e+03 2.42e+03 / 2.42e+03 1.04e+03 / 1.07e+03 1.13 / 1.10 PS_2_1_85 3.48e+03 / 3.48e+03 2.55e+03 / 2.56e+03 7.95e+02 / 8.13e+02 1.17 / 1.14 PS_2_1_86 2.34e+03 / 2.34e+03 1.29e+03 / 1.29e+03 7.44e+02 / 7.45e+02 1.40 / 1.40 PS_2_1_87 4.13e+03 / 4.13e+03 2.95e+03 / 2.96e+03 1.09e+03 / 1.12e+03 1.08 / 1.05 PS_2_1_88 3.81e+03 / 3.81e+03 2.75e+03 / 2.75e+03 9.57e+02 / 9.75e+02 1.11 / 1.09 PS_2_1_89 4.13e+03 / 4.13e+03 2.95e+03 / 2.95e+03 1.03e+03 / 1.06e+03 1.14 / 1.11 PS_2_1_90 3.45e+03 / 3.45e+03 2.68e+03 / 2.69e+03 6.81e+02 / 6.96e+02 1.12 / 1.10 PS_2_1_91 3.59e+03 / 3.59e+03 2.77e+03 / 2.77e+03 7.33e+02 / 7.53e+02 1.12 / 1.09 PS_2_1_92 3.36e+03 / 3.36e+03 2.51e+03 / 2.51e+03 7.77e+02 / 7.91e+02 1.09 / 1.07 PS_2_1_93 4.34e+03 / 4.34e+03 3.15e+03 / 3.16e+03 1.07e+03 / 1.10e+03 1.11 / 1.08 PS_2_1_94 2.65e+03 / 2.65e+03 1.93e+03 / 1.93e+03 6.93e+02 / 6.95e+02 1.04 / 1.04 PS_2_1_95 3.59e+03 / 3.59e+03 2.46e+03 / 2.47e+03 9.46e+02 / 9.72e+02 1.19 / 1.15 PS_2_1_96 2.30e+03 / 2.30e+03 1.17e+03 / 1.17e+03 7.59e+02 / 7.85e+02 1.49 / 1.44 PS_2_1_97 4.14e+03 / 4.14e+03 2.99e+03 / 2.99e+03 1.06e+03 / 1.08e+03 1.09 / 1.06 PS_2_1_98 2.11e+03 / 2.11e+03 1.38e+03 / 1.39e+03 6.43e+02 / 6.56e+02 1.12 / 1.10 PS_2_1_99 1.99e+03 / 1.99e+03 1.12e+03 / 1.13e+03 6.98e+02 / 7.20e+02 1.24 / 1.20 PS_2_1_100 2.60e+03 / 2.60e+03 1.70e+03 / 1.70e+03 7.95e+02 / 8.23e+02 1.14 / 1.09 Table 22 - Service III - SLG Demands & Rating - Two-Span PS Suite 2 Bridge ID Fn (+) [psi] Int/Ext Factored DC1 + DC2 (+) [psi] Int/Ext Factored LL (+) [psi] Int/Ext Sv3 Inventory Rating (+) Int/Ext PS_2_2_1 4.00e+03 / 4.00e+03 2.92e+03 / 2.92e+03 1.01e+03 / 1.04e+03 1.08 / 1.05 PS_2_2_2 2.41e+03 / 2.41e+03 1.50e+03 / 1.50e+03 7.48e+02 / 7.62e+02 1.22 / 1.19 PS_2_2_3 2.37e+03 / 2.37e+03 1.65e+03 / 1.65e+03 6.63e+02 / 6.73e+02 1.08 / 1.06 PS_2_2_4 3.95e+03 / 3.95e+03 2.72e+03 / 2.72e+03 1.08e+03 / 1.11e+03 1.13 / 1.10 PS_2_2_5 3.30e+03 / 3.30e+03 2.40e+03 / 2.40e+03 8.08e+02 / 8.20e+02 1.12 / 1.10 PS_2_2_6 3.18e+03 / 3.18e+03 2.21e+03 / 2.21e+03 9.07e+02 / 9.29e+02 1.07 / 1.05 PS_2_2_7 3.11e+03 / 3.11e+03 2.34e+03 / 2.34e+03 6.46e+02 / 6.57e+02 1.19 / 1.17 PS_2_2_8 2.16e+03 / 2.16e+03 1.45e+03 / 1.45e+03 6.41e+02 / 6.59e+02 1.11 / 1.07 PS_2_2_9 3.53e+03 / 3.53e+03 2.63e+03 / 2.63e+03 8.46e+02 / 8.69e+02 1.06 / 1.03 PS_2_2_10 1.99e+03 / 1.99e+03 1.22e+03 / 1.22e+03 6.42e+02 / 6.64e+02 1.20 / 1.15 PS_2_2_11 3.39e+03 / 3.39e+03 2.55e+03 / 2.55e+03 7.88e+02 / 8.04e+02 1.07 / 1.05 PS_2_2_12 2.61e+03 / 2.61e+03 1.63e+03 / 1.63e+03 8.81e+02 / 9.07e+02 1.11 / 1.08 PS_2_2_13 2.77e+03 / 2.77e+03 1.95e+03 / 1.95e+03 7.73e+02 / 7.79e+02 1.06 / 1.05 PS_2_2_14 2.06e+03 / 2.06e+03 1.43e+03 / 1.43e+03 6.02e+02 / 6.22e+02 1.05 / 1.02 PS_2_2_15 3.77e+03 / 3.77e+03 2.79e+03 / 2.79e+03 8.63e+02 / 8.87e+02 1.14 / 1.11 PS_2_2_16 2.62e+03 / 2.62e+03 1.71e+03 / 1.71e+03 8.77e+02 / 9.03e+02 1.04 / 1.01 PS_2_2_17 4.05e+03 / 4.05e+03 3.05e+03 / 3.06e+03 9.26e+02 / 9.52e+02 1.08 / 1.05 PS_2_2_18 3.59e+03 / 3.59e+03 2.34e+03 / 2.34e+03 1.11e+03 / 1.15e+03 1.12 / 1.09
B-55 PS_2_2_19 3.65e+03 / 3.65e+03 2.74e+03 / 2.75e+03 7.72e+02 / 7.93e+02 1.18 / 1.14 PS_2_2_20 3.15e+03 / 3.15e+03 2.07e+03 / 2.07e+03 1.02e+03 / 1.05e+03 1.06 / 1.03 PS_2_2_21 3.16e+03 / 3.16e+03 2.11e+03 / 2.11e+03 9.47e+02 / 9.73e+02 1.11 / 1.08 PS_2_2_22 4.00e+03 / 4.00e+03 2.84e+03 / 2.84e+03 1.04e+03 / 1.06e+03 1.12 / 1.09 PS_2_2_23 3.79e+03 / 3.79e+03 2.70e+03 / 2.70e+03 9.57e+02 / 9.80e+02 1.14 / 1.11 PS_2_2_24 3.51e+03 / 3.51e+03 2.68e+03 / 2.69e+03 8.10e+02 / 8.25e+02 1.03 / 1.00 PS_2_2_25 2.31e+03 / 2.31e+03 1.30e+03 / 1.30e+03 8.75e+02 / 9.04e+02 1.16 / 1.13 PS_2_2_26 2.58e+03 / 2.58e+03 1.82e+03 / 1.82e+03 6.90e+02 / 6.93e+02 1.11 / 1.10 PS_2_2_27 3.84e+03 / 3.84e+03 2.95e+03 / 2.95e+03 8.54e+02 / 8.78e+02 1.05 / 1.02 PS_2_2_28 3.03e+03 / 3.03e+03 2.15e+03 / 2.15e+03 8.03e+02 / 8.07e+02 1.09 / 1.09 PS_2_2_29 2.97e+03 / 2.97e+03 2.02e+03 / 2.02e+03 9.32e+02 / 9.51e+02 1.03 / 1.01 PS_2_2_30 2.65e+03 / 2.65e+03 1.67e+03 / 1.67e+03 9.41e+02 / 9.73e+02 1.04 / 1.01 PS_2_2_31 3.80e+03 / 3.80e+03 2.69e+03 / 2.69e+03 1.03e+03 / 1.05e+03 1.08 / 1.06 PS_2_2_32 3.41e+03 / 3.41e+03 2.50e+03 / 2.50e+03 8.57e+02 / 8.73e+02 1.07 / 1.05 PS_2_2_33 4.01e+03 / 4.01e+03 3.00e+03 / 3.00e+03 9.60e+02 / 9.86e+02 1.05 / 1.02 PS_2_2_34 4.14e+03 / 4.14e+03 2.99e+03 / 2.99e+03 1.10e+03 / 1.13e+03 1.05 / 1.02 PS_2_2_35 3.57e+03 / 3.57e+03 2.31e+03 / 2.31e+03 1.06e+03 / 1.09e+03 1.19 / 1.15 PS_2_2_36 2.01e+03 / 2.01e+03 1.31e+03 / 1.31e+03 6.70e+02 / 6.81e+02 1.05 / 1.03 PS_2_2_37 3.18e+03 / 3.18e+03 2.29e+03 / 2.29e+03 8.54e+02 / 8.79e+02 1.04 / 1.01 PS_2_2_38 2.90e+03 / 2.90e+03 1.99e+03 / 1.99e+03 7.82e+02 / 8.06e+02 1.16 / 1.12 PS_2_2_39 2.01e+03 / 2.01e+03 1.18e+03 / 1.18e+03 6.86e+02 / 6.88e+02 1.20 / 1.20 PS_2_2_40 3.87e+03 / 3.87e+03 2.88e+03 / 2.88e+03 8.72e+02 / 8.95e+02 1.13 / 1.10 PS_2_2_41 1.71e+03 / 1.71e+03 1.05e+03 / 1.05e+03 5.82e+02 / 5.84e+02 1.13 / 1.13 PS_2_2_42 3.98e+03 / 3.98e+03 2.88e+03 / 2.89e+03 1.06e+03 / 1.09e+03 1.03 / 1.00 PS_2_2_43 3.21e+03 / 3.21e+03 2.41e+03 / 2.41e+03 7.18e+02 / 7.26e+02 1.11 / 1.10 PS_2_2_44 3.20e+03 / 3.20e+03 2.25e+03 / 2.25e+03 8.01e+02 / 8.20e+02 1.19 / 1.16 PS_2_2_45 2.89e+03 / 2.89e+03 1.79e+03 / 1.79e+03 9.07e+02 / 9.31e+02 1.21 / 1.18 PS_2_2_46 3.68e+03 / 3.68e+03 2.66e+03 / 2.66e+03 9.01e+02 / 9.24e+02 1.13 / 1.10 PS_2_2_47 3.26e+03 / 3.26e+03 2.50e+03 / 2.50e+03 6.64e+02 / 6.73e+02 1.15 / 1.13 PS_2_2_48 3.38e+03 / 3.38e+03 2.29e+03 / 2.29e+03 9.40e+02 / 9.62e+02 1.16 / 1.14 PS_2_2_49 2.89e+03 / 2.89e+03 2.19e+03 / 2.19e+03 6.65e+02 / 6.71e+02 1.05 / 1.04 PS_2_2_50 2.76e+03 / 2.76e+03 1.83e+03 / 1.83e+03 7.97e+02 / 8.03e+02 1.16 / 1.15 PS_2_2_51 2.41e+03 / 2.41e+03 1.49e+03 / 1.49e+03 6.81e+02 / 6.90e+02 1.35 / 1.33 PS_2_2_52 4.07e+03 / 4.07e+03 3.15e+03 / 3.15e+03 8.62e+02 / 8.86e+02 1.07 / 1.03 PS_2_2_53 2.92e+03 / 2.92e+03 1.92e+03 / 1.93e+03 8.31e+02 / 8.53e+02 1.20 / 1.16 PS_2_2_54 3.05e+03 / 3.05e+03 2.40e+03 / 2.40e+03 6.18e+02 / 6.24e+02 1.04 / 1.03 PS_2_2_55 3.71e+03 / 3.71e+03 2.77e+03 / 2.77e+03 8.81e+02 / 8.98e+02 1.07 / 1.05 PS_2_2_56 3.68e+03 / 3.68e+03 2.71e+03 / 2.71e+03 9.16e+02 / 9.35e+02 1.05 / 1.03 PS_2_2_57 2.75e+03 / 2.75e+03 1.86e+03 / 1.86e+03 8.20e+02 / 8.35e+02 1.09 / 1.07 PS_2_2_58 3.68e+03 / 3.68e+03 2.67e+03 / 2.68e+03 9.57e+02 / 9.82e+02 1.05 / 1.02 PS_2_2_59 2.74e+03 / 2.74e+03 1.87e+03 / 1.87e+03 6.96e+02 / 7.14e+02 1.25 / 1.21 PS_2_2_60 2.80e+03 / 2.80e+03 2.08e+03 / 2.08e+03 6.93e+02 / 6.99e+02 1.04 / 1.03 PS_2_2_61 3.20e+03 / 3.20e+03 2.19e+03 / 2.19e+03 8.94e+02 / 9.08e+02 1.13 / 1.12 PS_2_2_62 4.13e+03 / 4.13e+03 3.10e+03 / 3.11e+03 8.79e+02 / 9.03e+02 1.17 / 1.13 PS_2_2_63 3.80e+03 / 3.80e+03 2.87e+03 / 2.88e+03 8.21e+02 / 8.43e+02 1.13 / 1.10 PS_2_2_64 3.38e+03 / 3.38e+03 2.57e+03 / 2.58e+03 6.74e+02 / 6.84e+02 1.19 / 1.17
B-56 PS_2_2_65 3.81e+03 / 3.81e+03 3.01e+03 / 3.01e+03 7.15e+02 / 7.36e+02 1.12 / 1.08 PS_2_2_66 4.35e+03 / 4.35e+03 3.20e+03 / 3.20e+03 1.02e+03 / 1.05e+03 1.14 / 1.10 PS_2_2_67 1.70e+03 / 1.70e+03 8.39e+02 / 8.40e+02 4.46e+02 / 4.51e+02 1.92 / 1.90 PS_2_2_68 4.28e+03 / 4.28e+03 2.98e+03 / 2.98e+03 1.14e+03 / 1.18e+03 1.13 / 1.10 PS_2_2_69 3.79e+03 / 3.79e+03 2.67e+03 / 2.67e+03 1.02e+03 / 1.04e+03 1.10 / 1.07 PS_2_2_70 2.33e+03 / 2.33e+03 1.41e+03 / 1.41e+03 8.22e+02 / 8.51e+02 1.11 / 1.07 PS_2_2_71 1.70e+03 / 1.70e+03 8.94e+02 / 8.94e+02 4.87e+02 / 4.90e+02 1.66 / 1.65 PS_2_2_72 3.98e+03 / 3.98e+03 2.84e+03 / 2.84e+03 1.04e+03 / 1.07e+03 1.10 / 1.07 PS_2_2_73 2.28e+03 / 2.28e+03 1.51e+03 / 1.51e+03 6.50e+02 / 6.51e+02 1.18 / 1.18 PS_2_2_74 2.43e+03 / 2.43e+03 1.58e+03 / 1.58e+03 7.11e+02 / 7.12e+02 1.19 / 1.19 PS_2_2_75 2.11e+03 / 2.11e+03 1.43e+03 / 1.43e+03 6.13e+02 / 6.25e+02 1.11 / 1.09 PS_2_2_76 3.93e+03 / 3.93e+03 3.00e+03 / 3.00e+03 8.92e+02 / 9.18e+02 1.04 / 1.01 PS_2_2_77 3.05e+03 / 3.05e+03 2.29e+03 / 2.29e+03 6.28e+02 / 6.33e+02 1.21 / 1.20 PS_2_2_78 3.42e+03 / 3.42e+03 2.45e+03 / 2.45e+03 9.06e+02 / 9.27e+02 1.07 / 1.05 PS_2_2_79 2.35e+03 / 2.35e+03 1.50e+03 / 1.51e+03 7.16e+02 / 7.31e+02 1.18 / 1.16 PS_2_2_80 3.30e+03 / 3.30e+03 2.37e+03 / 2.37e+03 7.73e+02 / 7.84e+02 1.20 / 1.18 PS_2_2_81 1.98e+03 / 1.98e+03 9.93e+02 / 9.94e+02 6.21e+02 / 6.41e+02 1.58 / 1.53 PS_2_2_82 3.50e+03 / 3.50e+03 2.65e+03 / 2.65e+03 7.71e+02 / 7.88e+02 1.10 / 1.08 PS_2_2_83 3.64e+03 / 3.64e+03 2.57e+03 / 2.57e+03 9.46e+02 / 9.69e+02 1.13 / 1.11 PS_2_2_84 2.10e+03 / 2.10e+03 1.33e+03 / 1.33e+03 6.85e+02 / 6.99e+02 1.13 / 1.10 PS_2_2_85 3.50e+03 / 3.50e+03 2.72e+03 / 2.73e+03 7.21e+02 / 7.39e+02 1.07 / 1.04 PS_2_2_86 3.81e+03 / 3.81e+03 2.70e+03 / 2.71e+03 1.06e+03 / 1.08e+03 1.04 / 1.02 PS_2_2_87 2.94e+03 / 2.94e+03 2.04e+03 / 2.04e+03 8.62e+02 / 8.82e+02 1.05 / 1.02 PS_2_2_88 1.85e+03 / 1.85e+03 1.22e+03 / 1.22e+03 5.14e+02 / 5.20e+02 1.23 / 1.22 PS_2_2_89 2.62e+03 / 2.62e+03 1.64e+03 / 1.64e+03 7.79e+02 / 7.95e+02 1.25 / 1.22 PS_2_2_90 4.32e+03 / 4.32e+03 3.21e+03 / 3.21e+03 1.06e+03 / 1.09e+03 1.06 / 1.03 PS_2_2_91 4.22e+03 / 4.22e+03 3.21e+03 / 3.22e+03 9.55e+02 / 9.81e+02 1.05 / 1.02 PS_2_2_92 3.16e+03 / 3.16e+03 2.06e+03 / 2.06e+03 9.13e+02 / 9.38e+02 1.20 / 1.17 PS_2_2_93 1.69e+03 / 1.69e+03 8.18e+02 / 8.19e+02 5.33e+02 / 5.46e+02 1.64 / 1.60 PS_2_2_94 2.50e+03 / 2.50e+03 1.67e+03 / 1.67e+03 7.55e+02 / 7.59e+02 1.09 / 1.08 PS_2_2_95 1.69e+03 / 1.69e+03 7.10e+02 / 7.10e+02 4.73e+02 / 4.78e+02 2.06 / 2.04 PS_2_2_96 3.97e+03 / 3.97e+03 2.85e+03 / 2.85e+03 1.06e+03 / 1.09e+03 1.05 / 1.02 PS_2_2_97 3.37e+03 / 3.37e+03 2.28e+03 / 2.28e+03 9.39e+02 / 9.61e+02 1.16 / 1.13 PS_2_2_98 3.41e+03 / 3.41e+03 2.43e+03 / 2.43e+03 8.63e+02 / 8.81e+02 1.14 / 1.12 PS_2_2_99 2.89e+03 / 2.89e+03 2.34e+03 / 2.34e+03 5.39e+02 / 5.46e+02 1.03 / 1.02 PS_2_2_100 3.06e+03 / 3.06e+03 2.32e+03 / 2.32e+03 6.99e+02 / 7.03e+02 1.05 / 1.05
B-57 B.2.5.2 Negative Region Table 23 - Service I - SLG Demands & Rating - Two-Span PS Suite 1 Bridge ID Fn (-) [psi] Int/Ext Factored DC1 + DC2 (-) [psi] Int/Ext Factored LL (-) [psi] Int/Ext Sv1 Inventory Rating (-) Int/Ext PS_2_1_1 3.00e+03 / 3.00e+03 4.57e+01 / 4.73e+01 8.99e+02 / 9.24e+02 3.28 / 3.20 PS_2_1_2 3.00e+03 / 3.00e+03 5.86e+01 / 5.98e+01 1.10e+03 / 1.11e+03 2.68 / 2.64 PS_2_1_3 4.20e+03 / 4.20e+03 1.08e+02 / 1.09e+02 9.65e+02 / 9.80e+02 4.24 / 4.17 PS_2_1_4 3.60e+03 / 3.60e+03 6.04e+01 / 6.14e+01 1.23e+03 / 1.25e+03 2.88 / 2.84 PS_2_1_5 3.00e+03 / 3.00e+03 5.70e+01 / 5.96e+01 6.39e+02 / 6.60e+02 4.60 / 4.45 PS_2_1_6 6.00e+03 / 6.00e+03 1.22e+02 / 1.26e+02 1.53e+03 / 1.57e+03 3.85 / 3.74 PS_2_1_7 4.80e+03 / 4.80e+03 9.16e+01 / 9.39e+01 1.10e+03 / 1.12e+03 4.30 / 4.20 PS_2_1_8 6.00e+03 / 6.00e+03 1.58e+02 / 1.63e+02 1.48e+03 / 1.52e+03 3.94 / 3.84 PS_2_1_9 4.20e+03 / 4.20e+03 1.36e+02 / 1.41e+02 1.48e+03 / 1.52e+03 2.75 / 2.67 PS_2_1_10 5.40e+03 / 5.40e+03 1.12e+02 / 1.16e+02 1.29e+03 / 1.33e+03 4.11 / 3.99 PS_2_1_11 4.20e+03 / 4.20e+03 8.22e+01 / 8.31e+01 9.66e+02 / 9.76e+02 4.26 / 4.22 PS_2_1_12 4.80e+03 / 4.80e+03 8.86e+01 / 9.10e+01 1.35e+03 / 1.38e+03 3.50 / 3.42 PS_2_1_13 3.60e+03 / 3.60e+03 9.82e+01 / 1.00e+02 8.68e+02 / 8.83e+02 4.04 / 3.97 PS_2_1_14 3.60e+03 / 3.60e+03 1.02e+02 / 1.03e+02 8.66e+02 / 8.76e+02 4.04 / 3.99 PS_2_1_15 3.00e+03 / 3.00e+03 5.26e+01 / 5.44e+01 9.19e+02 / 9.42e+02 3.21 / 3.13 PS_2_1_16 4.80e+03 / 4.80e+03 1.08e+02 / 1.11e+02 1.04e+03 / 1.07e+03 4.50 / 4.37 PS_2_1_17 2.40e+03 / 2.40e+03 4.29e+01 / 4.33e+01 8.62e+02 / 8.69e+02 2.73 / 2.71 PS_2_1_18 3.60e+03 / 3.60e+03 1.00e+02 / 1.02e+02 1.08e+03 / 1.09e+03 3.25 / 3.20 PS_2_1_19 2.40e+03 / 2.40e+03 5.38e+01 / 5.47e+01 8.41e+02 / 8.52e+02 2.79 / 2.75 PS_2_1_20 6.00e+03 / 6.00e+03 1.08e+02 / 1.11e+02 1.42e+03 / 1.46e+03 4.14 / 4.03 PS_2_1_21 4.20e+03 / 4.20e+03 1.25e+02 / 1.28e+02 1.08e+03 / 1.10e+03 3.77 / 3.69 PS_2_1_22 4.20e+03 / 4.20e+03 1.07e+02 / 1.09e+02 9.76e+02 / 9.94e+02 4.20 / 4.12 PS_2_1_23 2.40e+03 / 2.40e+03 4.84e+01 / 5.07e+01 7.15e+02 / 7.40e+02 3.29 / 3.17 PS_2_1_24 3.60e+03 / 3.60e+03 7.36e+01 / 7.59e+01 9.75e+02 / 9.99e+02 3.62 / 3.53 PS_2_1_25 5.40e+03 / 5.40e+03 1.09e+02 / 1.12e+02 1.19e+03 / 1.22e+03 4.44 / 4.32 PS_2_1_26 3.00e+03 / 3.00e+03 6.83e+01 / 6.85e+01 1.01e+03 / 1.01e+03 2.91 / 2.90 PS_2_1_27 5.40e+03 / 5.40e+03 1.20e+02 / 1.24e+02 1.31e+03 / 1.35e+03 4.02 / 3.91 PS_2_1_28 4.20e+03 / 4.20e+03 1.05e+02 / 1.07e+02 1.13e+03 / 1.15e+03 3.62 / 3.57 PS_2_1_29 4.20e+03 / 4.20e+03 9.35e+01 / 9.70e+01 1.56e+03 / 1.61e+03 2.63 / 2.55 PS_2_1_30 3.60e+03 / 3.60e+03 6.29e+01 / 6.37e+01 1.10e+03 / 1.11e+03 3.21 / 3.17 PS_2_1_31 5.40e+03 / 5.40e+03 9.37e+01 / 9.66e+01 1.30e+03 / 1.33e+03 4.09 / 3.98 PS_2_1_32 4.80e+03 / 4.80e+03 1.13e+02 / 1.17e+02 1.59e+03 / 1.63e+03 2.95 / 2.87 PS_2_1_33 3.00e+03 / 3.00e+03 8.84e+01 / 9.01e+01 1.07e+03 / 1.09e+03 2.71 / 2.67 PS_2_1_34 3.60e+03 / 3.60e+03 9.99e+01 / 1.01e+02 1.06e+03 / 1.08e+03 3.29 / 3.25 PS_2_1_35 3.00e+03 / 3.00e+03 5.16e+01 / 5.39e+01 1.01e+03 / 1.05e+03 2.90 / 2.81 PS_2_1_36 5.40e+03 / 5.40e+03 1.37e+02 / 1.41e+02 1.49e+03 / 1.53e+03 3.53 / 3.43 PS_2_1_37 3.00e+03 / 3.00e+03 5.06e+01 / 5.16e+01 1.03e+03 / 1.05e+03 2.86 / 2.81
B-58 PS_2_1_38 4.20e+03 / 4.20e+03 8.32e+01 / 8.51e+01 9.82e+02 / 1.00e+03 4.19 / 4.10 PS_2_1_39 2.40e+03 / 2.40e+03 2.66e+01 / 2.69e+01 4.48e+02 / 4.52e+02 5.30 / 5.25 PS_2_1_40 3.00e+03 / 3.00e+03 5.19e+01 / 5.26e+01 8.87e+02 / 8.97e+02 3.32 / 3.29 PS_2_1_41 2.40e+03 / 2.40e+03 3.52e+01 / 3.69e+01 5.04e+02 / 5.21e+02 4.69 / 4.53 PS_2_1_42 4.20e+03 / 4.20e+03 1.22e+02 / 1.26e+02 1.25e+03 / 1.28e+03 3.27 / 3.18 PS_2_1_43 5.40e+03 / 5.40e+03 9.86e+01 / 1.02e+02 1.60e+03 / 1.65e+03 3.30 / 3.22 PS_2_1_44 5.40e+03 / 5.40e+03 1.71e+02 / 1.77e+02 1.41e+03 / 1.45e+03 3.71 / 3.61 PS_2_1_45 4.20e+03 / 4.20e+03 7.10e+01 / 7.16e+01 1.23e+03 / 1.24e+03 3.37 / 3.34 PS_2_1_46 3.60e+03 / 3.60e+03 6.26e+01 / 6.52e+01 1.22e+03 / 1.25e+03 2.91 / 2.82 PS_2_1_47 5.40e+03 / 5.40e+03 1.47e+02 / 1.52e+02 1.56e+03 / 1.60e+03 3.37 / 3.28 PS_2_1_48 4.20e+03 / 4.20e+03 1.24e+02 / 1.27e+02 1.22e+03 / 1.25e+03 3.35 / 3.27 PS_2_1_49 3.60e+03 / 3.60e+03 7.62e+01 / 7.88e+01 1.33e+03 / 1.37e+03 2.65 / 2.58 PS_2_1_50 4.20e+03 / 4.20e+03 9.07e+01 / 9.29e+01 1.14e+03 / 1.16e+03 3.62 / 3.54 PS_2_1_51 3.60e+03 / 3.60e+03 9.14e+01 / 9.33e+01 1.11e+03 / 1.12e+03 3.17 / 3.12 PS_2_1_52 4.80e+03 / 4.80e+03 1.23e+02 / 1.26e+02 1.27e+03 / 1.30e+03 3.69 / 3.61 PS_2_1_53 6.00e+03 / 6.00e+03 1.12e+02 / 1.16e+02 1.70e+03 / 1.74e+03 3.47 / 3.37 PS_2_1_54 2.40e+03 / 2.40e+03 3.58e+01 / 3.61e+01 7.79e+02 / 7.83e+02 3.04 / 3.02 PS_2_1_55 3.60e+03 / 3.60e+03 5.69e+01 / 5.73e+01 1.24e+03 / 1.25e+03 2.86 / 2.84 PS_2_1_56 2.40e+03 / 2.40e+03 3.92e+01 / 4.04e+01 4.83e+02 / 4.95e+02 4.89 / 4.77 PS_2_1_57 4.80e+03 / 4.80e+03 1.17e+02 / 1.20e+02 1.24e+03 / 1.27e+03 3.79 / 3.68 PS_2_1_58 4.20e+03 / 4.20e+03 8.00e+01 / 8.16e+01 1.29e+03 / 1.31e+03 3.19 / 3.14 PS_2_1_59 3.60e+03 / 3.60e+03 7.50e+01 / 7.63e+01 1.04e+03 / 1.05e+03 3.40 / 3.35 PS_2_1_60 3.00e+03 / 3.00e+03 4.13e+01 / 4.14e+01 9.33e+02 / 9.35e+02 3.17 / 3.16 PS_2_1_61 5.40e+03 / 5.40e+03 1.22e+02 / 1.26e+02 1.76e+03 / 1.81e+03 3.00 / 2.92 PS_2_1_62 3.60e+03 / 3.60e+03 9.47e+01 / 9.83e+01 1.29e+03 / 1.33e+03 2.71 / 2.63 PS_2_1_63 3.00e+03 / 3.00e+03 4.23e+01 / 4.41e+01 8.45e+02 / 8.73e+02 3.50 / 3.39 PS_2_1_64 3.00e+03 / 3.00e+03 6.04e+01 / 6.30e+01 8.29e+02 / 8.55e+02 3.55 / 3.44 PS_2_1_65 2.40e+03 / 2.40e+03 5.20e+01 / 5.27e+01 8.20e+02 / 8.30e+02 2.86 / 2.83 PS_2_1_66 3.60e+03 / 3.60e+03 8.81e+01 / 8.85e+01 1.11e+03 / 1.11e+03 3.17 / 3.16 PS_2_1_67 4.80e+03 / 4.80e+03 1.14e+02 / 1.17e+02 1.10e+03 / 1.13e+03 4.24 / 4.13 PS_2_1_68 2.40e+03 / 2.40e+03 3.08e+01 / 3.09e+01 7.81e+02 / 7.83e+02 3.03 / 3.03 PS_2_1_69 4.20e+03 / 4.20e+03 8.63e+01 / 8.83e+01 1.15e+03 / 1.17e+03 3.57 / 3.50 PS_2_1_70 5.40e+03 / 5.40e+03 1.19e+02 / 1.22e+02 1.62e+03 / 1.66e+03 3.27 / 3.18 PS_2_1_71 4.20e+03 / 4.20e+03 8.33e+01 / 8.67e+01 1.43e+03 / 1.47e+03 2.88 / 2.79 PS_2_1_72 3.60e+03 / 3.60e+03 7.60e+01 / 7.90e+01 1.23e+03 / 1.27e+03 2.86 / 2.77 PS_2_1_73 4.20e+03 / 4.20e+03 7.50e+01 / 7.64e+01 1.07e+03 / 1.09e+03 3.84 / 3.77 PS_2_1_74 3.60e+03 / 3.60e+03 6.56e+01 / 6.64e+01 1.17e+03 / 1.18e+03 3.03 / 2.99 PS_2_1_75 3.60e+03 / 3.60e+03 9.93e+01 / 9.97e+01 1.11e+03 / 1.11e+03 3.16 / 3.15 PS_2_1_76 4.20e+03 / 4.20e+03 8.48e+01 / 8.68e+01 9.34e+02 / 9.55e+02 4.40 / 4.31 PS_2_1_77 3.00e+03 / 3.00e+03 6.99e+01 / 7.30e+01 9.13e+02 / 9.43e+02 3.21 / 3.10 PS_2_1_78 4.80e+03 / 4.80e+03 9.57e+01 / 9.81e+01 1.23e+03 / 1.26e+03 3.82 / 3.74 PS_2_1_79 4.20e+03 / 4.20e+03 7.00e+01 / 7.26e+01 1.46e+03 / 1.50e+03 2.83 / 2.75 PS_2_1_80 4.20e+03 / 4.20e+03 8.52e+01 / 8.80e+01 1.44e+03 / 1.47e+03 2.86 / 2.79 PS_2_1_81 3.60e+03 / 3.60e+03 6.36e+01 / 6.42e+01 8.90e+02 / 8.98e+02 3.97 / 3.94 PS_2_1_82 6.00e+03 / 6.00e+03 1.17e+02 / 1.21e+02 1.37e+03 / 1.41e+03 4.30 / 4.17 PS_2_1_83 3.60e+03 / 3.60e+03 8.65e+01 / 8.86e+01 9.92e+02 / 1.01e+03 3.54 / 3.47
B-59 PS_2_1_84 4.80e+03 / 4.80e+03 9.82e+01 / 1.01e+02 1.51e+03 / 1.55e+03 3.12 / 3.04 PS_2_1_85 4.20e+03 / 4.20e+03 7.83e+01 / 8.04e+01 1.13e+03 / 1.16e+03 3.64 / 3.56 PS_2_1_86 3.00e+03 / 3.00e+03 3.57e+01 / 3.57e+01 9.38e+02 / 9.38e+02 3.16 / 3.16 PS_2_1_87 5.40e+03 / 5.40e+03 9.95e+01 / 1.03e+02 1.56e+03 / 1.60e+03 3.41 / 3.32 PS_2_1_88 4.80e+03 / 4.80e+03 1.04e+02 / 1.06e+02 1.37e+03 / 1.40e+03 3.42 / 3.36 PS_2_1_89 5.40e+03 / 5.40e+03 1.28e+02 / 1.32e+02 1.48e+03 / 1.51e+03 3.57 / 3.48 PS_2_1_90 4.20e+03 / 4.20e+03 1.16e+02 / 1.19e+02 9.69e+02 / 9.91e+02 4.22 / 4.12 PS_2_1_91 4.80e+03 / 4.80e+03 1.01e+02 / 1.05e+02 1.05e+03 / 1.07e+03 4.50 / 4.38 PS_2_1_92 4.20e+03 / 4.20e+03 9.54e+01 / 9.74e+01 1.11e+03 / 1.13e+03 3.71 / 3.64 PS_2_1_93 6.00e+03 / 6.00e+03 1.45e+02 / 1.51e+02 1.54e+03 / 1.59e+03 3.79 / 3.68 PS_2_1_94 3.60e+03 / 3.60e+03 5.47e+01 / 5.49e+01 9.95e+02 / 9.98e+02 3.56 / 3.55 PS_2_1_95 4.80e+03 / 4.80e+03 1.24e+02 / 1.28e+02 1.38e+03 / 1.42e+03 3.39 / 3.30 PS_2_1_96 3.00e+03 / 3.00e+03 5.35e+01 / 5.60e+01 7.81e+02 / 8.08e+02 3.77 / 3.65 PS_2_1_97 5.40e+03 / 5.40e+03 1.36e+02 / 1.40e+02 1.51e+03 / 1.55e+03 3.49 / 3.40 PS_2_1_98 2.40e+03 / 2.40e+03 4.38e+01 / 4.49e+01 8.77e+02 / 8.94e+02 2.69 / 2.63 PS_2_1_99 2.40e+03 / 2.40e+03 5.19e+01 / 5.40e+01 6.93e+02 / 7.14e+02 3.39 / 3.28 PS_2_1_100 3.00e+03 / 3.00e+03 6.28e+01 / 6.59e+01 9.10e+02 / 9.43e+02 3.23 / 3.11 Table 24 - Service I - SLG Demands & Rating - Two-Span PS Suite 2 Bridge ID Fn (-) [psi] Int/Ext Factored DC1 + DC2 (-) [psi] Int/Ext Factored LL (-) [psi] Int/Ext Sv1 Inventory Rating (-) Int/Ext PS_2_2_1 5.40e+03 / 5.40e+03 1.55e+02 / 1.60e+02 1.44e+03 / 1.48e+03 3.65 / 3.55 PS_2_2_2 3.00e+03 / 3.00e+03 6.38e+01 / 6.53e+01 1.05e+03 / 1.07e+03 2.80 / 2.74 PS_2_2_3 3.00e+03 / 3.00e+03 7.27e+01 / 7.41e+01 8.55e+02 / 8.68e+02 3.42 / 3.37 PS_2_2_4 5.40e+03 / 5.40e+03 1.10e+02 / 1.14e+02 1.56e+03 / 1.60e+03 3.40 / 3.31 PS_2_2_5 4.20e+03 / 4.20e+03 7.12e+01 / 7.24e+01 1.15e+03 / 1.17e+03 3.58 / 3.52 PS_2_2_6 4.20e+03 / 4.20e+03 8.84e+01 / 9.12e+01 1.31e+03 / 1.34e+03 3.13 / 3.06 PS_2_2_7 3.60e+03 / 3.60e+03 1.03e+02 / 1.05e+02 9.21e+02 / 9.36e+02 3.80 / 3.73 PS_2_2_8 3.00e+03 / 3.00e+03 6.21e+01 / 6.45e+01 8.40e+02 / 8.63e+02 3.50 / 3.40 PS_2_2_9 4.80e+03 / 4.80e+03 9.63e+01 / 9.92e+01 1.20e+03 / 1.24e+03 3.91 / 3.81 PS_2_2_10 2.40e+03 / 2.40e+03 5.41e+01 / 5.67e+01 6.52e+02 / 6.75e+02 3.60 / 3.47 PS_2_2_11 4.20e+03 / 4.20e+03 8.04e+01 / 8.22e+01 1.12e+03 / 1.14e+03 3.67 / 3.60 PS_2_2_12 3.00e+03 / 3.00e+03 5.10e+01 / 5.29e+01 1.09e+03 / 1.12e+03 2.72 / 2.63 PS_2_2_13 3.60e+03 / 3.60e+03 6.00e+01 / 6.05e+01 1.12e+03 / 1.13e+03 3.15 / 3.13 PS_2_2_14 3.00e+03 / 3.00e+03 5.50e+01 / 5.75e+01 6.29e+02 / 6.50e+02 4.68 / 4.53 PS_2_2_15 4.80e+03 / 4.80e+03 9.02e+01 / 9.35e+01 1.24e+03 / 1.28e+03 3.79 / 3.69 PS_2_2_16 3.00e+03 / 3.00e+03 6.13e+01 / 6.38e+01 1.20e+03 / 1.24e+03 2.44 / 2.37 PS_2_2_17 5.40e+03 / 5.40e+03 1.18e+02 / 1.22e+02 1.32e+03 / 1.35e+03 4.01 / 3.90 PS_2_2_18 4.80e+03 / 4.80e+03 8.34e+01 / 8.67e+01 1.61e+03 / 1.66e+03 2.94 / 2.85 PS_2_2_19 4.80e+03 / 4.80e+03 1.29e+02 / 1.33e+02 1.10e+03 / 1.13e+03 4.25 / 4.14 PS_2_2_20 4.20e+03 / 4.20e+03 9.01e+01 / 9.37e+01 1.46e+03 / 1.50e+03 2.81 / 2.73 PS_2_2_21 4.20e+03 / 4.20e+03 1.11e+02 / 1.15e+02 1.38e+03 / 1.42e+03 2.96 / 2.88
B-60 PS_2_2_22 5.40e+03 / 5.40e+03 1.67e+02 / 1.71e+02 1.48e+03 / 1.52e+03 3.53 / 3.44 PS_2_2_23 4.80e+03 / 4.80e+03 8.63e+01 / 8.88e+01 1.37e+03 / 1.41e+03 3.43 / 3.35 PS_2_2_24 4.20e+03 / 4.20e+03 1.09e+02 / 1.11e+02 1.15e+03 / 1.18e+03 3.54 / 3.47 PS_2_2_25 3.00e+03 / 3.00e+03 5.17e+01 / 5.39e+01 8.70e+02 / 8.99e+02 3.39 / 3.28 PS_2_2_26 3.00e+03 / 3.00e+03 6.80e+01 / 6.82e+01 9.93e+02 / 9.96e+02 2.95 / 2.94 PS_2_2_27 5.40e+03 / 5.40e+03 9.77e+01 / 1.01e+02 1.22e+03 / 1.25e+03 4.36 / 4.23 PS_2_2_28 3.60e+03 / 3.60e+03 5.99e+01 / 6.02e+01 1.15e+03 / 1.16e+03 3.08 / 3.06 PS_2_2_29 4.20e+03 / 4.20e+03 7.26e+01 / 7.45e+01 1.35e+03 / 1.38e+03 3.05 / 2.99 PS_2_2_30 3.60e+03 / 3.60e+03 6.51e+01 / 6.82e+01 1.08e+03 / 1.12e+03 3.28 / 3.17 PS_2_2_31 4.80e+03 / 4.80e+03 1.12e+02 / 1.15e+02 1.49e+03 / 1.52e+03 3.15 / 3.08 PS_2_2_32 4.20e+03 / 4.20e+03 1.07e+02 / 1.10e+02 1.24e+03 / 1.26e+03 3.31 / 3.24 PS_2_2_33 5.40e+03 / 5.40e+03 1.04e+02 / 1.07e+02 1.37e+03 / 1.41e+03 3.87 / 3.76 PS_2_2_34 5.40e+03 / 5.40e+03 1.64e+02 / 1.69e+02 1.58e+03 / 1.62e+03 3.32 / 3.24 PS_2_2_35 4.80e+03 / 4.80e+03 8.44e+01 / 8.80e+01 1.51e+03 / 1.56e+03 3.12 / 3.02 PS_2_2_36 2.40e+03 / 2.40e+03 3.52e+01 / 3.59e+01 7.79e+02 / 7.92e+02 3.04 / 2.98 PS_2_2_37 4.20e+03 / 4.20e+03 7.84e+01 / 8.15e+01 1.23e+03 / 1.27e+03 3.35 / 3.26 PS_2_2_38 3.60e+03 / 3.60e+03 9.07e+01 / 9.44e+01 1.09e+03 / 1.12e+03 3.22 / 3.13 PS_2_2_39 2.40e+03 / 2.40e+03 3.44e+01 / 3.45e+01 8.24e+02 / 8.26e+02 2.87 / 2.86 PS_2_2_40 4.80e+03 / 4.80e+03 1.12e+02 / 1.16e+02 1.24e+03 / 1.27e+03 3.77 / 3.67 PS_2_2_41 2.40e+03 / 2.40e+03 3.16e+01 / 3.17e+01 6.40e+02 / 6.42e+02 3.70 / 3.69 PS_2_2_42 5.40e+03 / 5.40e+03 9.75e+01 / 1.01e+02 1.52e+03 / 1.56e+03 3.49 / 3.40 PS_2_2_43 4.20e+03 / 4.20e+03 6.79e+01 / 6.87e+01 1.02e+03 / 1.04e+03 4.03 / 3.99 PS_2_2_44 4.20e+03 / 4.20e+03 8.67e+01 / 8.91e+01 1.16e+03 / 1.19e+03 3.53 / 3.45 PS_2_2_45 3.60e+03 / 3.60e+03 8.65e+01 / 8.94e+01 1.29e+03 / 1.32e+03 2.73 / 2.66 PS_2_2_46 4.80e+03 / 4.80e+03 1.07e+02 / 1.10e+02 1.28e+03 / 1.32e+03 3.65 / 3.56 PS_2_2_47 4.20e+03 / 4.20e+03 7.64e+01 / 7.76e+01 9.45e+02 / 9.57e+02 4.37 / 4.31 PS_2_2_48 4.20e+03 / 4.20e+03 1.21e+02 / 1.24e+02 1.36e+03 / 1.39e+03 3.00 / 2.93 PS_2_2_49 3.60e+03 / 3.60e+03 9.23e+01 / 9.31e+01 9.47e+02 / 9.55e+02 3.70 / 3.67 PS_2_2_50 3.60e+03 / 3.60e+03 7.09e+01 / 7.15e+01 1.16e+03 / 1.17e+03 3.05 / 3.03 PS_2_2_51 3.00e+03 / 3.00e+03 6.19e+01 / 6.30e+01 9.56e+02 / 9.69e+02 3.07 / 3.03 PS_2_2_52 5.40e+03 / 5.40e+03 1.19e+02 / 1.23e+02 1.23e+03 / 1.26e+03 4.30 / 4.18 PS_2_2_53 3.60e+03 / 3.60e+03 7.13e+01 / 7.37e+01 1.21e+03 / 1.24e+03 2.92 / 2.84 PS_2_2_54 4.20e+03 / 4.20e+03 8.66e+01 / 8.76e+01 8.82e+02 / 8.91e+02 4.67 / 4.62 PS_2_2_55 4.80e+03 / 4.80e+03 1.01e+02 / 1.04e+02 1.26e+03 / 1.28e+03 3.74 / 3.67 PS_2_2_56 4.80e+03 / 4.80e+03 8.94e+01 / 9.16e+01 1.31e+03 / 1.34e+03 3.60 / 3.52 PS_2_2_57 3.60e+03 / 3.60e+03 6.91e+01 / 7.06e+01 1.20e+03 / 1.22e+03 2.95 / 2.90 PS_2_2_58 4.80e+03 / 4.80e+03 8.95e+01 / 9.23e+01 1.37e+03 / 1.40e+03 3.45 / 3.36 PS_2_2_59 3.60e+03 / 3.60e+03 7.78e+01 / 8.03e+01 1.01e+03 / 1.04e+03 3.47 / 3.38 PS_2_2_60 3.60e+03 / 3.60e+03 6.11e+01 / 6.17e+01 9.91e+02 / 1.00e+03 3.57 / 3.54 PS_2_2_61 4.20e+03 / 4.20e+03 7.52e+01 / 7.66e+01 1.29e+03 / 1.31e+03 3.19 / 3.14 PS_2_2_62 5.40e+03 / 5.40e+03 1.72e+02 / 1.78e+02 1.26e+03 / 1.29e+03 4.15 / 4.04 PS_2_2_63 4.80e+03 / 4.80e+03 1.18e+02 / 1.22e+02 1.17e+03 / 1.20e+03 4.01 / 3.90 PS_2_2_64 4.20e+03 / 4.20e+03 8.51e+01 / 8.64e+01 9.59e+02 / 9.74e+02 4.29 / 4.22 PS_2_2_65 4.80e+03 / 4.80e+03 9.90e+01 / 1.02e+02 1.02e+03 / 1.05e+03 4.62 / 4.49 PS_2_2_66 6.00e+03 / 6.00e+03 1.45e+02 / 1.51e+02 1.46e+03 / 1.51e+03 4.00 / 3.88 PS_2_2_67 2.40e+03 / 2.40e+03 3.90e+01 / 3.96e+01 4.49e+02 / 4.54e+02 5.26 / 5.20
B-61 PS_2_2_68 6.00e+03 / 6.00e+03 1.37e+02 / 1.42e+02 1.64e+03 / 1.69e+03 3.56 / 3.47 PS_2_2_69 4.80e+03 / 4.80e+03 1.48e+02 / 1.53e+02 1.46e+03 / 1.49e+03 3.20 / 3.11 PS_2_2_70 3.00e+03 / 3.00e+03 4.83e+01 / 5.06e+01 8.58e+02 / 8.87e+02 3.44 / 3.32 PS_2_2_71 2.40e+03 / 2.40e+03 3.90e+01 / 3.93e+01 4.78e+02 / 4.81e+02 4.94 / 4.91 PS_2_2_72 5.40e+03 / 5.40e+03 1.26e+02 / 1.30e+02 1.49e+03 / 1.53e+03 3.53 / 3.44 PS_2_2_73 3.00e+03 / 3.00e+03 4.92e+01 / 4.92e+01 9.47e+02 / 9.47e+02 3.12 / 3.12 PS_2_2_74 3.00e+03 / 3.00e+03 6.31e+01 / 6.32e+01 1.03e+03 / 1.03e+03 2.86 / 2.86 PS_2_2_75 2.40e+03 / 2.40e+03 6.11e+01 / 6.26e+01 8.36e+02 / 8.53e+02 2.80 / 2.74 PS_2_2_76 5.40e+03 / 5.40e+03 9.78e+01 / 1.01e+02 1.27e+03 / 1.31e+03 4.18 / 4.06 PS_2_2_77 3.60e+03 / 3.60e+03 7.68e+01 / 7.74e+01 8.95e+02 / 9.02e+02 3.93 / 3.91 PS_2_2_78 4.20e+03 / 4.20e+03 8.33e+01 / 8.56e+01 1.30e+03 / 1.33e+03 3.16 / 3.09 PS_2_2_79 3.00e+03 / 3.00e+03 4.90e+01 / 5.03e+01 8.94e+02 / 9.13e+02 3.30 / 3.23 PS_2_2_80 4.20e+03 / 4.20e+03 8.48e+01 / 8.62e+01 1.11e+03 / 1.12e+03 3.72 / 3.67 PS_2_2_81 2.40e+03 / 2.40e+03 3.73e+01 / 3.88e+01 6.38e+02 / 6.58e+02 3.70 / 3.59 PS_2_2_82 4.20e+03 / 4.20e+03 9.28e+01 / 9.50e+01 1.10e+03 / 1.12e+03 3.74 / 3.66 PS_2_2_83 4.80e+03 / 4.80e+03 8.99e+01 / 9.25e+01 1.35e+03 / 1.39e+03 3.48 / 3.40 PS_2_2_84 2.40e+03 / 2.40e+03 6.89e+01 / 7.07e+01 9.17e+02 / 9.36e+02 2.54 / 2.49 PS_2_2_85 4.20e+03 / 4.20e+03 9.74e+01 / 1.00e+02 1.03e+03 / 1.05e+03 3.99 / 3.89 PS_2_2_86 4.80e+03 / 4.80e+03 1.06e+02 / 1.09e+02 1.52e+03 / 1.55e+03 3.10 / 3.03 PS_2_2_87 3.60e+03 / 3.60e+03 8.00e+01 / 8.24e+01 1.26e+03 / 1.29e+03 2.80 / 2.73 PS_2_2_88 2.40e+03 / 2.40e+03 3.66e+01 / 3.72e+01 6.82e+02 / 6.91e+02 3.47 / 3.42 PS_2_2_89 3.00e+03 / 3.00e+03 4.97e+01 / 5.10e+01 9.91e+02 / 1.01e+03 2.98 / 2.91 PS_2_2_90 6.00e+03 / 6.00e+03 1.53e+02 / 1.58e+02 1.50e+03 / 1.55e+03 3.89 / 3.78 PS_2_2_91 6.00e+03 / 6.00e+03 1.56e+02 / 1.61e+02 1.36e+03 / 1.40e+03 4.30 / 4.18 PS_2_2_92 4.20e+03 / 4.20e+03 1.05e+02 / 1.09e+02 1.33e+03 / 1.36e+03 3.09 / 3.00 PS_2_2_93 2.40e+03 / 2.40e+03 3.03e+01 / 3.12e+01 5.48e+02 / 5.62e+02 4.32 / 4.22 PS_2_2_94 3.00e+03 / 3.00e+03 6.00e+01 / 6.04e+01 1.10e+03 / 1.10e+03 2.68 / 2.66 PS_2_2_95 2.40e+03 / 2.40e+03 2.88e+01 / 2.92e+01 4.84e+02 / 4.89e+02 4.90 / 4.85 PS_2_2_96 5.40e+03 / 5.40e+03 1.66e+02 / 1.72e+02 1.53e+03 / 1.57e+03 3.43 / 3.33 PS_2_2_97 4.20e+03 / 4.20e+03 1.06e+02 / 1.09e+02 1.37e+03 / 1.40e+03 3.00 / 2.93 PS_2_2_98 4.20e+03 / 4.20e+03 7.98e+01 / 8.18e+01 1.24e+03 / 1.27e+03 3.32 / 3.25 PS_2_2_99 3.60e+03 / 3.60e+03 6.32e+01 / 6.40e+01 7.69e+02 / 7.79e+02 4.60 / 4.54 PS_2_2_100 3.60e+03 / 3.60e+03 7.26e+01 / 7.30e+01 9.95e+02 / 1.00e+03 3.54 / 3.52
B-62 B.3 Three-Span Continuous Pre-Stressed Concrete B.3.1 Bridge Configuration (Sampled Parameters) Figure 3 - Plot matrix of sampled parameters for three-span PS suites 1 and 2. Table 25 - Sampled parameters for three-span PS suite 1. Bridge ID Span Length [in.] Width [in.] Skew [deg.] Girder Spacing [in.] PS_3_1_1 1315.63 769.2 59.04 127.82 PS_3_1_2 859.68 466 46.67 67.55 PS_3_1_3 1756.17 507.83 24.59 87.88 PS_3_1_4 652.73 657.98 14.1 66.21 PS_3_1_5 957.37 597.2 29.92 78.51 PS_3_1_6 1531.17 783.66 54.98 82.68 PS_3_1_7 1609.5 527.58 11.96 89.15 PS_3_1_8 1486.49 707.92 33.46 60.43 PS_3_1_9 1428.93 434.28 39.79 133.02 PS_3_1_10 491.82 841.22 55.87 77.02 PS_3_1_11 1574.04 574.02 45.42 97.65 PS_3_1_12 1397.9 731.51 51.09 111.37 PS_3_1_13 1699.83 561.55 41.81 108.19 PS_3_1_14 1260.27 792.36 55.3 93.57 PS_3_1_15 1468.65 609.89 35.87 90.96 PS_3_1_16 1082.4 682.33 23.65 94.71 PS_3_1_17 1200.39 622.37 58.58 85.36 PS_3_1_18 1095.04 699.38 7.29 115.99 PS_3_1_19 1684.55 750.74 18.65 63.33
B-63 PS_3_1_20 704.55 787.8 17.76 76.15 PS_3_1_21 1914.26 736.17 50.23 136.91 PS_3_1_22 1724 561.77 6.91 107.71 PS_3_1_23 923.82 823.16 18.16 130.19 PS_3_1_24 978.53 634.18 35.27 124.2 PS_3_1_25 1762.46 722.6 38.59 116.98 PS_3_1_26 1362.56 493.15 22.12 119.17 PS_3_1_27 1865.13 457.38 3.48 74.57 PS_3_1_28 1855.31 677.68 21.58 75.81 PS_3_1_29 843.5 727.11 12.63 94.15 PS_3_1_30 901.57 851.87 26.01 142.41 PS_3_1_31 1303.7 690.8 57.89 138.47 PS_3_1_32 1237.29 547.7 16.15 110.2 PS_3_1_33 541.83 654.48 2.94 87.52 PS_3_1_34 636.74 666.97 27.34 105 PS_3_1_35 997.17 673.3 46.12 133.31 PS_3_1_36 1410.09 827.32 57.41 70.95 PS_3_1_37 497.77 843.14 42.36 121.63 PS_3_1_38 1896.27 704.08 30.17 92.47 PS_3_1_39 1834.7 512.93 5.95 129.26 PS_3_1_40 1159.7 820.45 4.02 73.3 PS_3_1_41 535.62 683.3 34.72 90.05 PS_3_1_42 587.24 691.41 54.43 61.66 PS_3_1_43 1057.15 483.25 19.83 139.2 PS_3_1_44 614.94 522.34 7.92 100.93 PS_3_1_45 1657.82 862.5 43.13 102.72 PS_3_1_46 1434.2 468.19 25.71 64.26 PS_3_1_47 1013.4 752.4 10.1 63.74 PS_3_1_48 1813.24 584.27 28.7 106.89 PS_3_1_49 938.56 774.31 12.21 96.39 PS_3_1_50 1496.87 532.12 13.68 80.11 PS_3_1_51 835.78 524.84 8.62 61.75 PS_3_1_52 1715.88 490.56 24.98 137.4 PS_3_1_53 1742.02 710.37 16.7 82.97 PS_3_1_54 1589.82 714.84 30.64 127.18 PS_3_1_55 1789.12 765.4 49.71 135.17 PS_3_1_56 768.9 450.42 53.67 143.91 PS_3_1_57 1553.5 459.03 22.36 70.91 PS_3_1_58 1797.43 539.19 44.78 110.66 PS_3_1_59 1536.46 642.97 26.58 140.32 PS_3_1_60 694.83 594.84 32.97 120.09 PS_3_1_61 1002.03 648.41 34.07 103.01 PS_3_1_62 1122.97 604.11 43.57 112.48 PS_3_1_63 1029.12 589.35 19.48 81.48 PS_3_1_64 1174.08 605.85 0.14 100.29 PS_3_1_65 1051.76 441.35 51.78 84.77
B-64 PS_3_1_66 1386.8 514.21 17.16 69.38 PS_3_1_67 1225.57 613.87 9.48 114.58 PS_3_1_68 1506.69 486.96 15.18 141.51 PS_3_1_69 750.99 569.3 0.63 98.23 PS_3_1_70 943.85 628.58 36.66 86.82 PS_3_1_71 664.31 811.59 50.95 136.13 PS_3_1_72 1620.64 477.64 52.78 98.66 PS_3_1_73 1346.23 555.28 23.29 120.96 PS_3_1_74 1887.35 816.25 59.58 95.57 PS_3_1_75 761.34 446.4 31.87 84.25 PS_3_1_76 1579.46 745.94 6.22 134.74 PS_3_1_77 567.21 540.06 48.82 114.63 PS_3_1_78 1456.62 663.36 36.06 128.66 PS_3_1_79 598.63 832.36 41.14 140.92 PS_3_1_80 1140.3 778.75 10.36 113.24 PS_3_1_81 1339.29 620.86 48.02 104.25 PS_3_1_82 1246.08 802.67 1.53 65.66 PS_3_1_83 1288.25 646.87 56.85 78.39 PS_3_1_84 564.42 504.93 40.43 130.6 PS_3_1_85 884.88 741.18 27.62 125.98 PS_3_1_86 819.14 834.84 47.77 123.03 PS_3_1_87 722.82 850.4 31.2 68.45 PS_3_1_88 792.93 858.88 29.33 101.81 PS_3_1_89 1820.89 795.65 37.97 72.51 PS_3_1_90 1187.96 498.03 1.84 74.23 PS_3_1_91 1099.21 577.44 14.72 106.12 PS_3_1_92 805.69 438.98 5.3 118.15 PS_3_1_93 1662.56 718.99 53 109.44 PS_3_1_94 879.55 474.19 46.83 122.55 PS_3_1_95 1279.28 762 4.7 67.96 PS_3_1_96 518.85 637.62 10.92 125.18 PS_3_1_97 1153.42 580.78 43.83 80.27 PS_3_1_98 673.27 804.54 39.34 117.45 PS_3_1_99 726.15 757.7 37.62 91.47 PS_3_1_100 1642.9 552.21 20.8 131.86 Table 26 - Sampled parameters for three-span PS suite 2. Bridge ID Span Length [in.] Width [in.] Skew [deg.] Girder Spacing [in.] PS_3_2_1 752.9 508.27 13.34 138.57 PS_3_2_2 587.99 622.55 18.41 66.4 PS_3_2_3 576.05 587.62 48.11 104.62 PS_3_2_4 1071.14 688.18 0.38 139.85 PS_3_2_5 1661.28 761.49 58.03 87.6
B-65 PS_3_2_6 1056.9 823.09 6.79 75.66 PS_3_2_7 1701.85 691.25 47.41 90.44 PS_3_2_8 1812.57 510.37 21.7 96.06 PS_3_2_9 498.58 710.45 35.6 90.14 PS_3_2_10 1614.53 775.01 39.62 72.57 PS_3_2_11 1114.32 832.77 59.58 82.15 PS_3_2_12 610.81 781.77 24.74 76.54 PS_3_2_13 762.2 637.6 31.18 88.2 PS_3_2_14 968.24 634.44 56.58 62.2 PS_3_2_15 1473.4 794.49 25.53 66.85 PS_3_2_16 1285.62 815.82 41.36 121.52 PS_3_2_17 512.11 505.39 51.34 139.3 PS_3_2_18 1543.18 442.32 3.21 136.97 PS_3_2_19 1245.8 522.43 35.08 107.64 PS_3_2_20 710.18 802.31 12.68 133.07 PS_3_2_21 1447.72 674.38 17 96.23 PS_3_2_22 774.63 737.18 49.72 123.83 PS_3_2_23 945.9 452.48 58.79 117.61 PS_3_2_24 525.12 621.48 19.79 136.27 PS_3_2_25 887 592.36 22.53 79.8 PS_3_2_26 834.01 454.26 17.5 78.95 PS_3_2_27 1215.79 772.41 29.56 85.64 PS_3_2_28 1016.64 846.8 20.47 116.7 PS_3_2_29 1042.27 649.69 18.74 98.16 PS_3_2_30 695.31 493.87 47.07 62.96 PS_3_2_31 1677.14 560.03 7.31 73.77 PS_3_2_32 680.92 529.28 12.23 103.8 PS_3_2_33 1786.14 817.11 15.79 102.99 PS_3_2_34 1827.7 713.05 33.84 131.42 PS_3_2_35 731.22 723.82 48.71 64.09 PS_3_2_36 1797.85 661.91 55.69 112.6 PS_3_2_37 1865.75 643.62 55.8 94.39 PS_3_2_38 1103.56 627.29 5.97 134.18 PS_3_2_39 1726.37 697.97 53.9 69.87 PS_3_2_40 1444.16 570.58 32.28 124.72 PS_3_2_41 816.17 828.82 8.98 106.51 PS_3_2_42 1201.64 671.21 11.29 68.48 PS_3_2_43 1710.22 803.69 39.48 81.53 PS_3_2_44 1910.67 545.93 23.39 99.54 PS_3_2_45 1271.77 486.97 50.59 65.41 PS_3_2_46 1521.65 614.11 57.03 115.32 PS_3_2_47 1897.42 741.28 59.38 120.38 PS_3_2_48 1097.74 686.31 45.58 111.81 PS_3_2_49 1651.09 861.57 38.66 110.42 PS_3_2_50 902.33 756.95 27.9 128.18 PS_3_2_51 1573 643.72 37.85 109.43
B-66 PS_3_2_52 1579.11 794.9 1.22 142.83 PS_3_2_53 935.34 461.23 25.93 119.29 PS_3_2_54 1238.68 733.26 30.54 141.45 PS_3_2_55 1734.06 553.52 28.26 115.9 PS_3_2_56 795.68 475.88 20.28 98.93 PS_3_2_57 1759.99 600.24 1.13 126.92 PS_3_2_58 598.87 562.8 41.91 113.99 PS_3_2_59 1639.25 436.52 15.23 82.86 PS_3_2_60 1889.63 583.44 6.36 141.59 PS_3_2_61 1598.98 464.78 33.02 93.43 PS_3_2_62 1414.79 492.08 27.08 67.75 PS_3_2_63 1381.27 845 23.98 91.08 PS_3_2_64 1362.58 515.84 14.76 64.27 PS_3_2_65 1166.57 526.09 9.64 124.58 PS_3_2_66 652.01 668.09 36.7 137.56 PS_3_2_67 1504.77 852.45 54.5 74.33 PS_3_2_68 1199.79 610.5 26.85 61.67 PS_3_2_69 846.62 607.88 16.45 71.28 PS_3_2_70 971.02 678.59 10.29 97.67 PS_3_2_71 925.61 543.89 55.18 88.84 PS_3_2_72 1325.69 552.89 24.05 77.03 PS_3_2_73 1296 433.73 49.89 80.93 PS_3_2_74 1329.75 498.99 21.47 78.35 PS_3_2_75 542.97 808.16 5.25 126.12 PS_3_2_76 1485.07 656.91 32.97 118.24 PS_3_2_77 720.8 750.96 31.64 84.59 PS_3_2_78 858.06 752.63 51.84 122.82 PS_3_2_79 996.38 838.02 40.58 92.46 PS_3_2_80 1862.02 789.57 2.65 127.48 PS_3_2_81 664.16 568.18 43.68 105.83 PS_3_2_82 1621.12 655.77 14.08 72.64 PS_3_2_83 1155.98 472.9 44.38 60.15 PS_3_2_84 630.92 783.66 2.21 133.11 PS_3_2_85 1558.54 856.71 45.62 143.2 PS_3_2_86 1400.43 728.75 42.87 130.55 PS_3_2_87 1309.85 470.35 3.96 102.15 PS_3_2_88 1837.87 838.19 29.29 83.79 PS_3_2_89 1347.05 539.1 37.55 113.16 PS_3_2_90 1172.73 704.36 42.47 108.07 PS_3_2_91 805.95 481.54 52.75 86.42 PS_3_2_92 1000.02 767.58 46.63 109.7 PS_3_2_93 1488.54 744.89 53.14 94.6 PS_3_2_94 1418.94 448.95 11.88 121.02 PS_3_2_95 1035.58 603.59 44.46 70.31 PS_3_2_96 881.47 583 34.43 131.02 PS_3_2_97 487.5 719.42 36.3 101.16
B-67 PS_3_2_98 564.24 578.78 9.41 129.4 PS_3_2_99 1141.01 533 4.68 100.5 PS_3_2_100 1763.73 700.24 7.92 135.02
B-68 B.3.2 Section Properties Table 27 - Section properties for three-span PS suite 1. Bridge ID Section ID Section Depth, d [in.] Section Area, A [in.^2] Number of PS Strands Girder Concrete Compressive Strength, fc [psi] PS_3_1_1 PCBT53 53 802.7 32 9000 PS_3_1_2 PCBT37 37 690.7 12 5000 PS_3_1_3 PCBT85 85 1026.7 30 7000 PS_3_1_4 PCBT29 29 643.7 10 4000 PS_3_1_5 PCBT37 37 690.7 18 6000 PS_3_1_6 PCBT69 69 914.7 26 7000 PS_3_1_7 PCBT69 69 914.7 30 8000 PS_3_1_8 PCBT61 61 858.7 22 7000 PS_3_1_9 PCBT61 61 858.7 36 10000 PS_3_1_10 PCBT29 29 643.7 8 4000 PS_3_1_11 PCBT69 69 914.7 30 8000 PS_3_1_12 PCBT61 61 858.7 28 7000 PS_3_1_13 PCBT77 77 970.7 36 8000 PS_3_1_14 PCBT53 53 802.7 22 7000 PS_3_1_15 PCBT61 61 858.7 28 7000 PS_3_1_16 PCBT45 45 746.7 22 7000 PS_3_1_17 PCBT53 53 802.7 20 6000 PS_3_1_18 PCBT45 45 746.7 26 8000 PS_3_1_19 PCBT77 77 970.7 26 6000 PS_3_1_20 PCBT29 29 643.7 12 5000 PS_3_1_21 PCBT93 93 1082.7 44 9000 PS_3_1_22 PCBT77 77 970.7 36 9000 PS_3_1_23 PCBT37 37 690.7 24 8000 PS_3_1_24 PCBT45 45 746.7 20 7000 PS_3_1_25 PCBT85 85 1026.7 34 8000 PS_3_1_26 PCBT53 53 802.7 36 10000 PS_3_1_27 PCBT93 93 1082.7 28 6000 PS_3_1_28 PCBT93 93 1082.7 28 6000 PS_3_1_29 PCBT37 37 690.7 16 6000 PS_3_1_30 PCBT37 37 690.7 26 8000 PS_3_1_31 PCBT53 53 802.7 34 9000 PS_3_1_32 PCBT53 53 802.7 28 8000 PS_3_1_33 PCBT29 29 643.7 10 4000 PS_3_1_34 PCBT29 29 643.7 12 5000 PS_3_1_35 PCBT45 45 746.7 24 7000 PS_3_1_36 PCBT61 61 858.7 22 6000 PS_3_1_37 PCBT29 29 643.7 10 4000 PS_3_1_38 PCBT93 93 1082.7 32 7000 PS_3_1_39 PCBT93 93 1082.7 38 8000
B-69 PS_3_1_40 PCBT45 45 746.7 20 7000 PS_3_1_41 PCBT29 29 643.7 8 4000 PS_3_1_42 PCBT29 29 643.7 8 4000 PS_3_1_43 PCBT45 45 746.7 28 8000 PS_3_1_44 PCBT29 29 643.7 12 5000 PS_3_1_45 PCBT77 77 970.7 32 8000 PS_3_1_46 PCBT61 61 858.7 22 6000 PS_3_1_47 PCBT45 45 746.7 14 5000 PS_3_1_48 PCBT93 93 1082.7 34 7000 PS_3_1_49 PCBT37 37 690.7 20 7000 PS_3_1_50 PCBT61 61 858.7 28 7000 PS_3_1_51 PCBT37 37 690.7 12 4000 PS_3_1_52 PCBT77 77 970.7 46 10000 PS_3_1_53 PCBT85 85 1026.7 28 7000 PS_3_1_54 PCBT69 69 914.7 38 10000 PS_3_1_55 PCBT85 85 1026.7 40 9000 PS_3_1_56 PCBT37 37 690.7 18 6000 PS_3_1_57 PCBT69 69 914.7 24 7000 PS_3_1_58 PCBT85 85 1026.7 36 8000 PS_3_1_59 PCBT69 69 914.7 38 10000 PS_3_1_60 PCBT29 29 643.7 16 6000 PS_3_1_61 PCBT45 45 746.7 20 6000 PS_3_1_62 PCBT45 45 746.7 24 8000 PS_3_1_63 PCBT45 45 746.7 18 6000 PS_3_1_64 PCBT45 45 746.7 28 8000 PS_3_1_65 PCBT45 45 746.7 18 6000 PS_3_1_66 PCBT61 61 858.7 22 6000 PS_3_1_67 PCBT53 53 802.7 28 8000 PS_3_1_68 PCBT69 69 914.7 38 9000 PS_3_1_69 PCBT37 37 690.7 12 4000 PS_3_1_70 PCBT37 37 690.7 18 7000 PS_3_1_71 PCBT29 29 643.7 16 6000 PS_3_1_72 PCBT77 77 970.7 28 7000 PS_3_1_73 PCBT53 53 802.7 36 10000 PS_3_1_74 PCBT93 93 1082.7 32 7000 PS_3_1_75 PCBT37 37 690.7 12 4000 PS_3_1_76 PCBT69 69 914.7 38 10000 PS_3_1_77 PCBT29 29 643.7 10 4000 PS_3_1_78 PCBT61 61 858.7 36 9000 PS_3_1_79 PCBT29 29 643.7 14 6000 PS_3_1_80 PCBT45 45 746.7 28 8000 PS_3_1_81 PCBT53 53 802.7 30 9000 PS_3_1_82 PCBT53 53 802.7 20 6000 PS_3_1_83 PCBT53 53 802.7 22 6000 PS_3_1_84 PCBT29 29 643.7 12 5000 PS_3_1_85 PCBT37 37 690.7 22 7000
B-70 PS_3_1_86 PCBT37 37 690.7 16 6000 PS_3_1_87 PCBT37 37 690.7 10 4000 PS_3_1_88 PCBT37 37 690.7 14 5000 PS_3_1_89 PCBT93 93 1082.7 26 6000 PS_3_1_90 PCBT45 45 746.7 22 7000 PS_3_1_91 PCBT45 45 746.7 24 8000 PS_3_1_92 PCBT37 37 690.7 18 6000 PS_3_1_93 PCBT77 77 970.7 34 8000 PS_3_1_94 PCBT37 37 690.7 20 7000 PS_3_1_95 PCBT53 53 802.7 22 6000 PS_3_1_96 PCBT29 29 643.7 10 4000 PS_3_1_97 PCBT45 45 746.7 20 7000 PS_3_1_98 PCBT29 29 643.7 14 6000 PS_3_1_99 PCBT37 37 690.7 12 4000 PS_3_1_100 PCBT77 77 970.7 40 9000 Table 28 - Section properties for three-span PS suite 2. Bridge ID Section ID Section Depth, d [in.] Section Area, A [in.^2] Number of PS Strands Girder Concrete Compressive Strength, fc [psi] PS_3_2_1 PCBT37 37 690.7 16 6000 PS_3_2_2 PCBT29 29 643.7 8 4000 PS_3_2_3 PCBT29 29 643.7 10 4000 PS_3_2_4 PCBT45 45 746.7 30 9000 PS_3_2_5 PCBT77 77 970.7 28 7000 PS_3_2_6 PCBT45 45 746.7 18 6000 PS_3_2_7 PCBT77 77 970.7 30 8000 PS_3_2_8 PCBT93 93 1082.7 30 7000 PS_3_2_9 PCBT29 29 643.7 8 4000 PS_3_2_10 PCBT69 69 914.7 26 7000 PS_3_2_11 PCBT45 45 746.7 20 6000 PS_3_2_12 PCBT29 29 643.7 10 4000 PS_3_2_13 PCBT37 37 690.7 12 4000 PS_3_2_14 PCBT45 45 746.7 12 4000 PS_3_2_15 PCBT61 61 858.7 24 7000 PS_3_2_16 PCBT53 53 802.7 30 8000 PS_3_2_17 PCBT29 29 643.7 10 4000 PS_3_2_18 PCBT69 69 914.7 40 10000 PS_3_2_19 PCBT53 53 802.7 26 8000 PS_3_2_20 PCBT29 29 643.7 20 7000 PS_3_2_21 PCBT61 61 858.7 30 8000 PS_3_2_22 PCBT37 37 690.7 14 5000 PS_3_2_23 PCBT37 37 690.7 22 7000 PS_3_2_24 PCBT29 29 643.7 12 5000
B-71 PS_3_2_25 PCBT37 37 690.7 16 6000 PS_3_2_26 PCBT37 37 690.7 14 5000 PS_3_2_27 PCBT53 53 802.7 22 6000 PS_3_2_28 PCBT45 45 746.7 22 7000 PS_3_2_29 PCBT45 45 746.7 20 6000 PS_3_2_30 PCBT29 29 643.7 10 4000 PS_3_2_31 PCBT77 77 970.7 28 7000 PS_3_2_32 PCBT29 29 643.7 14 6000 PS_3_2_33 PCBT85 85 1026.7 34 8000 PS_3_2_34 PCBT93 93 1082.7 38 8000 PS_3_2_35 PCBT37 37 690.7 10 4000 PS_3_2_36 PCBT85 85 1026.7 36 8000 PS_3_2_37 PCBT93 93 1082.7 32 7000 PS_3_2_38 PCBT45 45 746.7 30 9000 PS_3_2_39 PCBT77 77 970.7 26 6000 PS_3_2_40 PCBT61 61 858.7 36 9000 PS_3_2_41 PCBT37 37 690.7 16 6000 PS_3_2_42 PCBT53 53 802.7 18 6000 PS_3_2_43 PCBT77 77 970.7 30 7000 PS_3_2_44 PCBT93 93 1082.7 36 8000 PS_3_2_45 PCBT53 53 802.7 20 6000 PS_3_2_46 PCBT69 69 914.7 30 8000 PS_3_2_47 PCBT93 93 1082.7 38 8000 PS_3_2_48 PCBT45 45 746.7 24 7000 PS_3_2_49 PCBT77 77 970.7 32 8000 PS_3_2_50 PCBT37 37 690.7 24 8000 PS_3_2_51 PCBT69 69 914.7 32 8000 PS_3_2_52 PCBT69 69 914.7 42 10000 PS_3_2_53 PCBT37 37 690.7 24 8000 PS_3_2_54 PCBT53 53 802.7 32 9000 PS_3_2_55 PCBT77 77 970.7 40 9000 PS_3_2_56 PCBT37 37 690.7 14 5000 PS_3_2_57 PCBT85 85 1026.7 40 9000 PS_3_2_58 PCBT29 29 643.7 12 5000 PS_3_2_59 PCBT77 77 970.7 28 7000 PS_3_2_60 PCBT93 93 1082.7 44 10000 PS_3_2_61 PCBT69 69 914.7 30 8000 PS_3_2_62 PCBT61 61 858.7 22 6000 PS_3_2_63 PCBT61 61 858.7 24 7000 PS_3_2_64 PCBT53 53 802.7 24 7000 PS_3_2_65 PCBT45 45 746.7 32 10000 PS_3_2_66 PCBT29 29 643.7 16 6000 PS_3_2_67 PCBT69 69 914.7 22 6000 PS_3_2_68 PCBT45 45 746.7 22 7000 PS_3_2_69 PCBT37 37 690.7 12 5000 PS_3_2_70 PCBT45 45 746.7 18 6000
B-72 PS_3_2_71 PCBT37 37 690.7 18 6000 PS_3_2_72 PCBT53 53 802.7 24 7000 PS_3_2_73 PCBT53 53 802.7 24 7000 PS_3_2_74 PCBT53 53 802.7 24 7000 PS_3_2_75 PCBT29 29 643.7 12 5000 PS_3_2_76 PCBT61 61 858.7 36 9000 PS_3_2_77 PCBT37 37 690.7 10 4000 PS_3_2_78 PCBT37 37 690.7 18 6000 PS_3_2_79 PCBT45 45 746.7 16 6000 PS_3_2_80 PCBT93 93 1082.7 40 9000 PS_3_2_81 PCBT29 29 643.7 14 6000 PS_3_2_82 PCBT77 77 970.7 24 6000 PS_3_2_83 PCBT45 45 746.7 18 6000 PS_3_2_84 PCBT29 29 643.7 14 6000 PS_3_2_85 PCBT69 69 914.7 40 10000 PS_3_2_86 PCBT61 61 858.7 34 9000 PS_3_2_87 PCBT53 53 802.7 28 8000 PS_3_2_88 PCBT93 93 1082.7 30 7000 PS_3_2_89 PCBT53 53 802.7 32 9000 PS_3_2_90 PCBT45 45 746.7 28 8000 PS_3_2_91 PCBT37 37 690.7 12 4000 PS_3_2_92 PCBT45 45 746.7 18 6000 PS_3_2_93 PCBT61 61 858.7 30 8000 PS_3_2_94 PCBT61 61 858.7 32 9000 PS_3_2_95 PCBT45 45 746.7 16 5000 PS_3_2_96 PCBT37 37 690.7 22 7000 PS_3_2_97 PCBT29 29 643.7 8 4000 PS_3_2_98 PCBT29 29 643.7 12 5000 PS_3_2_99 PCBT45 45 746.7 26 8000 PS_3_2_100 PCBT85 85 1026.7 42 9000
B-73 B.3.3 Strength I Flexure â SLG Demands and Ratings B.3.3.1 Positive Region Table 29 - Strength I Flexure - Positive SLG Demands & Rating - Three-Span PS Suite 1 Bridge ID Mn (+) [lb-in.] Int/Ext Factored DC1 + DC2 (+) [lb-in.] Int/Ext Factored LL (+) [lb-in.] Int/Ext St1M Inventory Rating (+) Int/Ext PS_3_1_1 1.03e+08 / 1.00e+08 4.57e+07 / 4.57e+07 3.46e+07 / 3.46e+07 1.65 / 1.58 PS_3_1_2 2.83e+07 / 2.82e+07 1.25e+07 / 1.25e+07 1.46e+07 / 1.46e+07 1.08 / 1.07 PS_3_1_3 1.50e+08 / 1.49e+08 7.60e+07 / 7.60e+07 5.11e+07 / 5.11e+07 1.46 / 1.43 PS_3_1_4 1.91e+07 / 1.90e+07 6.70e+06 / 6.70e+06 1.06e+07 / 1.06e+07 1.16 / 1.16 PS_3_1_5 4.19e+07 / 4.15e+07 1.71e+07 / 1.71e+07 1.93e+07 / 1.93e+07 1.28 / 1.26 PS_3_1_6 1.08e+08 / 1.07e+08 5.35e+07 / 5.35e+07 3.45e+07 / 3.45e+07 1.57 / 1.54 PS_3_1_7 1.21e+08 / 1.20e+08 5.86e+07 / 5.87e+07 4.56e+07 / 4.56e+07 1.38 / 1.34 PS_3_1_8 7.86e+07 / 7.85e+07 4.03e+07 / 4.03e+07 3.34e+07 / 3.34e+07 1.15 / 1.15 PS_3_1_9 1.31e+08 / 1.28e+08 5.83e+07 / 5.83e+07 4.65e+07 / 4.65e+07 1.56 / 1.50 PS_3_1_10 1.58e+07 / 1.57e+07 4.24e+06 / 4.24e+06 6.71e+06 / 6.71e+06 1.73 / 1.71 PS_3_1_11 1.22e+08 / 1.20e+08 5.76e+07 / 5.76e+07 4.33e+07 / 4.33e+07 1.48 / 1.44 PS_3_1_12 1.02e+08 / 1.00e+08 4.66e+07 / 4.66e+07 3.81e+07 / 3.81e+07 1.46 / 1.41 PS_3_1_13 1.63e+08 / 1.60e+08 7.62e+07 / 7.62e+07 5.28e+07 / 5.28e+07 1.64 / 1.59 PS_3_1_14 7.08e+07 / 7.00e+07 3.41e+07 / 3.41e+07 2.85e+07 / 2.85e+07 1.29 / 1.26 PS_3_1_15 1.01e+08 / 9.98e+07 4.73e+07 / 4.73e+07 3.86e+07 / 3.86e+07 1.39 / 1.36 PS_3_1_16 6.15e+07 / 6.06e+07 2.53e+07 / 2.53e+07 2.73e+07 / 2.73e+07 1.33 / 1.29 PS_3_1_17 6.48e+07 / 6.42e+07 3.01e+07 / 3.01e+07 2.39e+07 / 2.39e+07 1.45 / 1.42 PS_3_1_18 7.13e+07 / 6.99e+07 2.74e+07 / 2.74e+07 3.21e+07 / 3.21e+07 1.37 / 1.32 PS_3_1_19 1.18e+08 / 1.18e+08 6.03e+07 / 6.03e+07 4.16e+07 / 4.16e+07 1.39 / 1.38 PS_3_1_20 2.34e+07 / 2.32e+07 8.79e+06 / 8.79e+06 1.24e+07 / 1.24e+07 1.18 / 1.17 PS_3_1_21 2.40e+08 / 2.35e+08 1.17e+08 / 1.17e+08 6.80e+07 / 6.80e+07 1.80 / 1.74 PS_3_1_22 1.62e+08 / 1.60e+08 7.72e+07 / 7.72e+07 5.81e+07 / 5.81e+07 1.46 / 1.42 PS_3_1_23 5.55e+07 / 5.43e+07 2.05e+07 / 2.05e+07 2.72e+07 / 2.72e+07 1.29 / 1.24 PS_3_1_24 5.69e+07 / 5.60e+07 2.38e+07 / 2.39e+07 2.70e+07 / 2.69e+07 1.23 / 1.19 PS_3_1_25 1.70e+08 / 1.68e+08 8.44e+07 / 8.44e+07 5.91e+07 / 5.91e+07 1.45 / 1.41 PS_3_1_26 1.13e+08 / 1.10e+08 4.64e+07 / 4.64e+07 4.40e+07 / 4.40e+07 1.50 / 1.44 PS_3_1_27 1.52e+08 / 1.51e+08 8.00e+07 / 8.00e+07 5.04e+07 / 5.04e+07 1.42 / 1.40 PS_3_1_28 1.53e+08 / 1.53e+08 8.28e+07 / 8.28e+07 4.89e+07 / 4.89e+07 1.44 / 1.43 PS_3_1_29 3.76e+07 / 3.72e+07 1.40e+07 / 1.40e+07 1.92e+07 / 1.92e+07 1.23 / 1.21 PS_3_1_30 6.08e+07 / 5.94e+07 2.15e+07 / 2.15e+07 2.77e+07 / 2.77e+07 1.42 / 1.36 PS_3_1_31 1.07e+08 / 1.04e+08 4.54e+07 / 4.54e+07 3.63e+07 / 3.63e+07 1.69 / 1.62 PS_3_1_32 9.00e+07 / 8.84e+07 3.69e+07 / 3.71e+07 3.67e+07 / 3.66e+07 1.45 / 1.40 PS_3_1_33 1.93e+07 / 1.92e+07 5.35e+06 / 5.35e+06 1.03e+07 / 1.03e+07 1.36 / 1.34 PS_3_1_34 2.39e+07 / 2.36e+07 8.69e+06 / 8.69e+06 1.36e+07 / 1.36e+07 1.12 / 1.10
B-74 PS_3_1_35 6.84e+07 / 6.71e+07 2.68e+07 / 2.68e+07 2.72e+07 / 2.72e+07 1.53 / 1.48 PS_3_1_36 8.09e+07 / 8.05e+07 4.06e+07 / 4.06e+07 2.83e+07 / 2.83e+07 1.42 / 1.41 PS_3_1_37 1.98e+07 / 1.96e+07 5.52e+06 / 5.52e+06 1.03e+07 / 1.03e+07 1.38 / 1.36 PS_3_1_38 1.74e+08 / 1.72e+08 9.11e+07 / 9.11e+07 5.74e+07 / 5.74e+07 1.45 / 1.42 PS_3_1_39 2.06e+08 / 2.03e+08 9.91e+07 / 9.91e+07 7.34e+07 / 7.34e+07 1.46 / 1.42 PS_3_1_40 5.47e+07 / 5.43e+07 2.48e+07 / 2.48e+07 2.47e+07 / 2.47e+07 1.21 / 1.19 PS_3_1_41 1.60e+07 / 1.59e+07 5.54e+06 / 5.54e+06 9.51e+06 / 9.51e+06 1.10 / 1.09 PS_3_1_42 1.56e+07 / 1.56e+07 5.44e+06 / 5.44e+06 7.88e+06 / 7.88e+06 1.29 / 1.29 PS_3_1_43 7.80e+07 / 7.63e+07 3.06e+07 / 3.06e+07 3.42e+07 / 3.42e+07 1.38 / 1.33 PS_3_1_44 2.32e+07 / 2.30e+07 7.57e+06 / 7.57e+06 1.30e+07 / 1.30e+07 1.21 / 1.18 PS_3_1_45 1.46e+08 / 1.44e+08 7.09e+07 / 7.09e+07 4.91e+07 / 4.91e+07 1.54 / 1.50 PS_3_1_46 7.95e+07 / 7.93e+07 3.96e+07 / 3.96e+07 3.31e+07 / 3.31e+07 1.20 / 1.20 PS_3_1_47 3.92e+07 / 3.92e+07 1.77e+07 / 1.77e+07 2.01e+07 / 2.01e+07 1.07 / 1.07 PS_3_1_48 1.87e+08 / 1.85e+08 9.29e+07 / 9.31e+07 6.22e+07 / 6.21e+07 1.51 / 1.47 PS_3_1_49 4.68e+07 / 4.60e+07 1.82e+07 / 1.82e+07 2.25e+07 / 2.25e+07 1.27 / 1.24 PS_3_1_50 1.01e+08 / 9.98e+07 4.75e+07 / 4.75e+07 3.70e+07 / 3.70e+07 1.44 / 1.41 PS_3_1_51 2.82e+07 / 2.82e+07 1.14e+07 / 1.14e+07 1.52e+07 / 1.52e+07 1.11 / 1.11 PS_3_1_52 2.07e+08 / 2.02e+08 9.06e+07 / 9.06e+07 6.65e+07 / 6.65e+07 1.75 / 1.68 PS_3_1_53 1.40e+08 / 1.38e+08 7.01e+07 / 7.01e+07 4.92e+07 / 4.92e+07 1.41 / 1.39 PS_3_1_54 1.55e+08 / 1.52e+08 7.01e+07 / 7.01e+07 5.43e+07 / 5.43e+07 1.56 / 1.50 PS_3_1_55 1.98e+08 / 1.95e+08 9.44e+07 / 9.44e+07 6.22e+07 / 6.22e+07 1.67 / 1.62 PS_3_1_56 4.38e+07 / 4.31e+07 1.64e+07 / 1.64e+07 1.86e+07 / 1.86e+07 1.47 / 1.44 PS_3_1_57 9.84e+07 / 9.79e+07 5.12e+07 / 5.12e+07 3.75e+07 / 3.75e+07 1.26 / 1.24 PS_3_1_58 1.80e+08 / 1.77e+08 8.77e+07 / 8.77e+07 5.70e+07 / 5.70e+07 1.61 / 1.56 PS_3_1_59 1.54e+08 / 1.51e+08 6.78e+07 / 6.79e+07 5.93e+07 / 5.92e+07 1.45 / 1.40 PS_3_1_60 3.10e+07 / 3.05e+07 1.09e+07 / 1.09e+07 1.62e+07 / 1.62e+07 1.24 / 1.21 PS_3_1_61 5.70e+07 / 5.62e+07 2.32e+07 / 2.32e+07 2.47e+07 / 2.47e+07 1.37 / 1.34 PS_3_1_62 6.57e+07 / 6.45e+07 2.81e+07 / 2.82e+07 2.96e+07 / 2.94e+07 1.27 / 1.23 PS_3_1_63 5.01e+07 / 4.96e+07 2.05e+07 / 2.05e+07 2.27e+07 / 2.27e+07 1.30 / 1.28 PS_3_1_64 7.71e+07 / 7.56e+07 3.12e+07 / 3.12e+07 3.20e+07 / 3.20e+07 1.43 / 1.39 PS_3_1_65 5.12e+07 / 5.07e+07 2.34e+07 / 2.34e+07 2.10e+07 / 2.10e+07 1.32 / 1.30 PS_3_1_66 7.94e+07 / 7.91e+07 3.75e+07 / 3.75e+07 3.18e+07 / 3.18e+07 1.32 / 1.31 PS_3_1_67 9.03e+07 / 8.86e+07 3.70e+07 / 3.70e+07 3.70e+07 / 3.70e+07 1.44 / 1.39 PS_3_1_68 1.52e+08 / 1.49e+08 6.38e+07 / 6.38e+07 5.93e+07 / 5.93e+07 1.48 / 1.43 PS_3_1_69 2.87e+07 / 2.84e+07 1.12e+07 / 1.12e+07 1.70e+07 / 1.70e+07 1.02 / 1.01 PS_3_1_70 4.27e+07 / 4.22e+07 1.80e+07 / 1.80e+07 1.97e+07 / 1.97e+07 1.25 / 1.23 PS_3_1_71 3.17e+07 / 3.12e+07 1.12e+07 / 1.12e+07 1.48e+07 / 1.48e+07 1.39 / 1.35 PS_3_1_72 1.29e+08 / 1.27e+08 6.58e+07 / 6.58e+07 4.34e+07 / 4.34e+07 1.44 / 1.41 PS_3_1_73 1.13e+08 / 1.11e+08 4.65e+07 / 4.65e+07 4.36e+07 / 4.36e+07 1.54 / 1.48 PS_3_1_74 1.75e+08 / 1.73e+08 9.20e+07 / 9.20e+07 4.91e+07 / 4.91e+07 1.68 / 1.65 PS_3_1_75 2.89e+07 / 2.87e+07 1.12e+07 / 1.12e+07 1.46e+07 / 1.46e+07 1.21 / 1.20 PS_3_1_76 1.52e+08 / 1.49e+08 6.70e+07 / 6.70e+07 6.07e+07 / 6.07e+07 1.40 / 1.35 PS_3_1_77 1.96e+07 / 1.93e+07 6.83e+06 / 6.83e+06 1.12e+07 / 1.12e+07 1.13 / 1.11 PS_3_1_78 1.29e+08 / 1.26e+08 5.53e+07 / 5.53e+07 4.81e+07 / 4.81e+07 1.52 / 1.47 PS_3_1_79 2.72e+07 / 2.67e+07 8.62e+06 / 8.62e+06 1.46e+07 / 1.46e+07 1.27 / 1.24 PS_3_1_80 7.76e+07 / 7.60e+07 3.10e+07 / 3.10e+07 3.33e+07 / 3.33e+07 1.40 / 1.35
B-75 PS_3_1_81 9.62e+07 / 9.44e+07 4.32e+07 / 4.32e+07 3.58e+07 / 3.58e+07 1.48 / 1.43 PS_3_1_82 6.44e+07 / 6.42e+07 2.95e+07 / 2.95e+07 2.71e+07 / 2.71e+07 1.29 / 1.28 PS_3_1_83 7.01e+07 / 6.95e+07 3.30e+07 / 3.30e+07 2.54e+07 / 2.54e+07 1.46 / 1.43 PS_3_1_84 2.41e+07 / 2.38e+07 7.92e+06 / 7.92e+06 1.28e+07 / 1.28e+07 1.27 / 1.24 PS_3_1_85 5.20e+07 / 5.09e+07 1.91e+07 / 1.91e+07 2.47e+07 / 2.47e+07 1.33 / 1.29 PS_3_1_86 3.81e+07 / 3.76e+07 1.53e+07 / 1.53e+07 1.97e+07 / 1.97e+07 1.16 / 1.13 PS_3_1_87 2.45e+07 / 2.44e+07 9.25e+06 / 9.25e+06 1.20e+07 / 1.20e+07 1.28 / 1.27 PS_3_1_88 3.42e+07 / 3.38e+07 1.35e+07 / 1.35e+07 1.83e+07 / 1.83e+07 1.13 / 1.11 PS_3_1_89 1.42e+08 / 1.41e+08 7.55e+07 / 7.55e+07 4.50e+07 / 4.50e+07 1.47 / 1.45 PS_3_1_90 5.98e+07 / 5.93e+07 2.67e+07 / 2.67e+07 2.56e+07 / 2.56e+07 1.29 / 1.27 PS_3_1_91 6.67e+07 / 6.55e+07 2.75e+07 / 2.75e+07 3.03e+07 / 3.03e+07 1.29 / 1.25 PS_3_1_92 4.33e+07 / 4.26e+07 1.54e+07 / 1.54e+07 2.10e+07 / 2.10e+07 1.33 / 1.29 PS_3_1_93 1.55e+08 / 1.53e+08 7.41e+07 / 7.41e+07 4.82e+07 / 4.82e+07 1.69 / 1.64 PS_3_1_94 4.81e+07 / 4.73e+07 1.93e+07 / 1.93e+07 2.14e+07 / 2.14e+07 1.35 / 1.31 PS_3_1_95 6.98e+07 / 6.95e+07 3.10e+07 / 3.10e+07 2.83e+07 / 2.83e+07 1.38 / 1.36 PS_3_1_96 1.98e+07 / 1.96e+07 6.15e+06 / 6.15e+06 1.25e+07 / 1.25e+07 1.09 / 1.07 PS_3_1_97 5.47e+07 / 5.41e+07 2.54e+07 / 2.54e+07 2.41e+07 / 2.41e+07 1.22 / 1.19 PS_3_1_98 2.74e+07 / 2.70e+07 9.91e+06 / 9.91e+06 1.50e+07 / 1.50e+07 1.17 / 1.14 PS_3_1_99 2.93e+07 / 2.90e+07 1.07e+07 / 1.07e+07 1.41e+07 / 1.41e+07 1.32 / 1.30 PS_3_1_100 1.82e+08 / 1.78e+08 8.00e+07 / 8.00e+07 6.15e+07 / 6.15e+07 1.65 / 1.59 Table 30 - Strength I Flexure - Positive SLG Demands & Rating - Three-Span PS Suite 2 Bridge ID Mn (+) [lb-in.] Int/Ext Factored DC1 + DC2 (+) [lb-in.] Int/Ext Factored LL (+) [lb-in.] Int/Ext St1M Inventory Rating (+) Int/Ext PS_3_2_1 3.83e+07 / 3.77e+07 1.42e+07 / 1.42e+07 2.20e+07 / 2.20e+07 1.09 / 1.07 PS_3_2_2 1.56e+07 / 1.55e+07 5.60e+06 / 5.60e+06 9.19e+06 / 9.19e+06 1.08 / 1.08 PS_3_2_3 1.95e+07 / 1.93e+07 6.67e+06 / 6.67e+06 1.09e+07 / 1.09e+07 1.18 / 1.16 PS_3_2_4 8.37e+07 / 8.18e+07 3.17e+07 / 3.19e+07 3.47e+07 / 3.46e+07 1.50 / 1.44 PS_3_2_5 1.28e+08 / 1.27e+08 6.60e+07 / 6.60e+07 3.95e+07 / 3.95e+07 1.58 / 1.55 PS_3_2_6 5.03e+07 / 5.00e+07 2.14e+07 / 2.14e+07 2.19e+07 / 2.19e+07 1.32 / 1.31 PS_3_2_7 1.37e+08 / 1.35e+08 7.02e+07 / 7.03e+07 4.56e+07 / 4.55e+07 1.46 / 1.43 PS_3_2_8 1.64e+08 / 1.62e+08 8.45e+07 / 8.45e+07 5.80e+07 / 5.80e+07 1.37 / 1.34 PS_3_2_9 1.61e+07 / 1.60e+07 4.84e+06 / 4.84e+06 8.67e+06 / 8.67e+06 1.30 / 1.29 PS_3_2_10 1.06e+08 / 1.05e+08 5.48e+07 / 5.48e+07 3.76e+07 / 3.76e+07 1.36 / 1.34 PS_3_2_11 5.60e+07 / 5.54e+07 2.52e+07 / 2.52e+07 2.08e+07 / 2.08e+07 1.48 / 1.45 PS_3_2_12 1.93e+07 / 1.92e+07 6.40e+06 / 6.40e+06 1.05e+07 / 1.05e+07 1.23 / 1.22 PS_3_2_13 2.92e+07 / 2.89e+07 1.15e+07 / 1.15e+07 1.50e+07 / 1.50e+07 1.18 / 1.16 PS_3_2_14 3.41e+07 / 3.40e+07 1.63e+07 / 1.63e+07 1.63e+07 / 1.63e+07 1.09 / 1.09 PS_3_2_15 8.69e+07 / 8.66e+07 4.29e+07 / 4.29e+07 3.45e+07 / 3.45e+07 1.28 / 1.27 PS_3_2_16 9.53e+07 / 9.34e+07 4.05e+07 / 4.05e+07 3.76e+07 / 3.76e+07 1.46 / 1.41 PS_3_2_17 2.03e+07 / 2.01e+07 6.85e+06 / 6.85e+06 1.07e+07 / 1.07e+07 1.26 / 1.24 PS_3_2_18 1.63e+08 / 1.59e+08 7.07e+07 / 7.07e+07 5.77e+07 / 5.77e+07 1.59 / 1.53
B-76 PS_3_2_19 8.41e+07 / 8.28e+07 3.73e+07 / 3.74e+07 3.45e+07 / 3.45e+07 1.36 / 1.32 PS_3_2_20 3.85e+07 / 3.76e+07 1.25e+07 / 1.25e+07 1.88e+07 / 1.88e+07 1.39 / 1.34 PS_3_2_21 1.09e+08 / 1.07e+08 4.81e+07 / 4.81e+07 4.18e+07 / 4.18e+07 1.45 / 1.41 PS_3_2_22 3.36e+07 / 3.32e+07 1.37e+07 / 1.37e+07 1.80e+07 / 1.80e+07 1.11 / 1.09 PS_3_2_23 5.13e+07 / 5.02e+07 2.06e+07 / 2.06e+07 2.07e+07 / 2.07e+07 1.48 / 1.43 PS_3_2_24 2.40e+07 / 2.36e+07 6.84e+06 / 6.84e+06 1.35e+07 / 1.35e+07 1.27 / 1.25 PS_3_2_25 3.71e+07 / 3.67e+07 1.42e+07 / 1.42e+07 1.83e+07 / 1.83e+07 1.25 / 1.23 PS_3_2_26 3.29e+07 / 3.26e+07 1.25e+07 / 1.25e+07 1.68e+07 / 1.68e+07 1.22 / 1.20 PS_3_2_27 7.00e+07 / 6.93e+07 2.98e+07 / 2.98e+07 2.98e+07 / 2.98e+07 1.35 / 1.32 PS_3_2_28 6.21e+07 / 6.11e+07 2.48e+07 / 2.48e+07 2.86e+07 / 2.86e+07 1.30 / 1.27 PS_3_2_29 5.61e+07 / 5.53e+07 2.35e+07 / 2.35e+07 2.65e+07 / 2.65e+07 1.23 / 1.20 PS_3_2_30 1.92e+07 / 1.92e+07 7.69e+06 / 7.69e+06 1.07e+07 / 1.07e+07 1.08 / 1.08 PS_3_2_31 1.27e+08 / 1.27e+08 6.33e+07 / 6.33e+07 4.21e+07 / 4.21e+07 1.52 / 1.50 PS_3_2_32 2.79e+07 / 2.75e+07 1.01e+07 / 1.01e+07 1.48e+07 / 1.48e+07 1.20 / 1.18 PS_3_2_33 1.70e+08 / 1.67e+08 8.32e+07 / 8.32e+07 5.93e+07 / 5.93e+07 1.46 / 1.42 PS_3_2_34 2.06e+08 / 2.03e+08 9.81e+07 / 9.81e+07 6.96e+07 / 6.96e+07 1.55 / 1.50 PS_3_2_35 2.44e+07 / 2.44e+07 9.24e+06 / 9.24e+06 1.14e+07 / 1.14e+07 1.33 / 1.33 PS_3_2_36 1.81e+08 / 1.78e+08 9.12e+07 / 9.12e+07 5.35e+07 / 5.35e+07 1.68 / 1.63 PS_3_2_37 1.76e+08 / 1.74e+08 9.33e+07 / 9.33e+07 5.06e+07 / 5.06e+07 1.64 / 1.60 PS_3_2_38 8.07e+07 / 7.88e+07 3.00e+07 / 3.00e+07 3.63e+07 / 3.63e+07 1.39 / 1.34 PS_3_2_39 1.17e+08 / 1.16e+08 6.19e+07 / 6.19e+07 3.84e+07 / 3.84e+07 1.42 / 1.41 PS_3_2_40 1.31e+08 / 1.28e+08 5.61e+07 / 5.61e+07 4.66e+07 / 4.66e+07 1.60 / 1.54 PS_3_2_41 3.88e+07 / 3.82e+07 1.48e+07 / 1.48e+07 1.97e+07 / 1.97e+07 1.22 / 1.19 PS_3_2_42 5.89e+07 / 5.87e+07 2.83e+07 / 2.83e+07 2.58e+07 / 2.58e+07 1.18 / 1.18 PS_3_2_43 1.36e+08 / 1.35e+08 6.78e+07 / 6.78e+07 4.31e+07 / 4.31e+07 1.58 / 1.55 PS_3_2_44 1.96e+08 / 1.93e+08 9.84e+07 / 9.84e+07 6.39e+07 / 6.39e+07 1.52 / 1.49 PS_3_2_45 6.33e+07 / 6.31e+07 2.97e+07 / 2.97e+07 2.53e+07 / 2.53e+07 1.33 / 1.32 PS_3_2_46 1.24e+08 / 1.22e+08 6.11e+07 / 6.11e+07 4.16e+07 / 4.16e+07 1.52 / 1.47 PS_3_2_47 2.07e+08 / 2.04e+08 1.04e+08 / 1.04e+08 5.61e+07 / 5.61e+07 1.84 / 1.78 PS_3_2_48 6.67e+07 / 6.55e+07 2.80e+07 / 2.80e+07 2.82e+07 / 2.82e+07 1.37 / 1.33 PS_3_2_49 1.46e+08 / 1.44e+08 7.06e+07 / 7.06e+07 5.18e+07 / 5.18e+07 1.45 / 1.41 PS_3_2_50 5.59e+07 / 5.47e+07 1.97e+07 / 1.97e+07 2.60e+07 / 2.60e+07 1.39 / 1.35 PS_3_2_51 1.30e+08 / 1.28e+08 6.07e+07 / 6.07e+07 4.81e+07 / 4.81e+07 1.44 / 1.40 PS_3_2_52 1.67e+08 / 1.63e+08 6.99e+07 / 6.99e+07 6.29e+07 / 6.29e+07 1.54 / 1.48 PS_3_2_53 5.46e+07 / 5.34e+07 1.95e+07 / 1.95e+07 2.64e+07 / 2.64e+07 1.33 / 1.28 PS_3_2_54 1.01e+08 / 9.92e+07 4.15e+07 / 4.17e+07 4.18e+07 / 4.17e+07 1.43 / 1.38 PS_3_2_55 1.79e+08 / 1.76e+08 8.03e+07 / 8.03e+07 6.13e+07 / 6.13e+07 1.61 / 1.56 PS_3_2_56 3.38e+07 / 3.34e+07 1.33e+07 / 1.33e+07 1.82e+07 / 1.82e+07 1.13 / 1.11 PS_3_2_57 2.01e+08 / 1.97e+08 9.28e+07 / 9.28e+07 6.59e+07 / 6.59e+07 1.64 / 1.58 PS_3_2_58 2.36e+07 / 2.33e+07 7.79e+06 / 7.79e+06 1.25e+07 / 1.25e+07 1.27 / 1.24 PS_3_2_59 1.28e+08 / 1.27e+08 6.46e+07 / 6.46e+07 4.37e+07 / 4.37e+07 1.46 / 1.44 PS_3_2_60 2.36e+08 / 2.32e+08 1.11e+08 / 1.11e+08 8.17e+07 / 8.17e+07 1.54 / 1.48 PS_3_2_61 1.22e+08 / 1.21e+08 6.02e+07 / 6.02e+07 4.50e+07 / 4.50e+07 1.38 / 1.34 PS_3_2_62 8.00e+07 / 7.97e+07 3.97e+07 / 3.97e+07 3.27e+07 / 3.27e+07 1.24 / 1.23 PS_3_2_63 8.79e+07 / 8.69e+07 4.20e+07 / 4.20e+07 3.73e+07 / 3.73e+07 1.23 / 1.21 PS_3_2_64 7.44e+07 / 7.42e+07 3.38e+07 / 3.38e+07 3.08e+07 / 3.08e+07 1.32 / 1.31
B-77 PS_3_2_65 8.78e+07 / 8.56e+07 3.49e+07 / 3.49e+07 3.62e+07 / 3.62e+07 1.46 / 1.40 PS_3_2_66 3.08e+07 / 3.02e+07 1.02e+07 / 1.02e+07 1.62e+07 / 1.62e+07 1.27 / 1.24 PS_3_2_67 9.07e+07 / 9.02e+07 4.77e+07 / 4.77e+07 3.15e+07 / 3.15e+07 1.37 / 1.35 PS_3_2_68 5.96e+07 / 5.95e+07 2.57e+07 / 2.57e+07 2.55e+07 / 2.55e+07 1.33 / 1.32 PS_3_2_69 2.84e+07 / 2.83e+07 1.24e+07 / 1.24e+07 1.57e+07 / 1.57e+07 1.02 / 1.01 PS_3_2_70 5.15e+07 / 5.09e+07 2.10e+07 / 2.10e+07 2.39e+07 / 2.39e+07 1.28 / 1.25 PS_3_2_71 4.24e+07 / 4.18e+07 1.72e+07 / 1.72e+07 1.78e+07 / 1.78e+07 1.42 / 1.39 PS_3_2_72 7.63e+07 / 7.56e+07 3.55e+07 / 3.55e+07 3.01e+07 / 3.01e+07 1.35 / 1.33 PS_3_2_73 7.67e+07 / 7.59e+07 3.52e+07 / 3.52e+07 2.75e+07 / 2.75e+07 1.51 / 1.48 PS_3_2_74 7.68e+07 / 7.60e+07 3.66e+07 / 3.66e+07 3.04e+07 / 3.04e+07 1.32 / 1.30 PS_3_2_75 2.35e+07 / 2.32e+07 6.67e+06 / 6.67e+06 1.35e+07 / 1.35e+07 1.25 / 1.22 PS_3_2_76 1.29e+08 / 1.26e+08 5.51e+07 / 5.51e+07 4.71e+07 / 4.71e+07 1.57 / 1.51 PS_3_2_77 2.41e+07 / 2.40e+07 9.67e+06 / 9.67e+06 1.38e+07 / 1.38e+07 1.05 / 1.04 PS_3_2_78 4.27e+07 / 4.20e+07 1.71e+07 / 1.71e+07 2.01e+07 / 2.01e+07 1.27 / 1.24 PS_3_2_79 4.54e+07 / 4.50e+07 2.06e+07 / 2.06e+07 2.20e+07 / 2.20e+07 1.13 / 1.11 PS_3_2_80 2.19e+08 / 2.16e+08 1.06e+08 / 1.06e+08 7.22e+07 / 7.22e+07 1.57 / 1.52 PS_3_2_81 2.78e+07 / 2.74e+07 9.66e+06 / 9.66e+06 1.32e+07 / 1.32e+07 1.38 / 1.35 PS_3_2_82 1.10e+08 / 1.09e+08 5.75e+07 / 5.75e+07 4.00e+07 / 4.00e+07 1.31 / 1.29 PS_3_2_83 4.86e+07 / 4.86e+07 2.25e+07 / 2.25e+07 2.25e+07 / 2.25e+07 1.16 / 1.16 PS_3_2_84 2.77e+07 / 2.72e+07 9.60e+06 / 9.60e+06 1.62e+07 / 1.62e+07 1.11 / 1.09 PS_3_2_85 1.64e+08 / 1.60e+08 7.40e+07 / 7.40e+07 5.35e+07 / 5.35e+07 1.68 / 1.61 PS_3_2_86 1.24e+08 / 1.22e+08 5.37e+07 / 5.37e+07 4.42e+07 / 4.42e+07 1.59 / 1.54 PS_3_2_87 8.89e+07 / 8.73e+07 3.89e+07 / 3.89e+07 3.78e+07 / 3.78e+07 1.32 / 1.28 PS_3_2_88 1.65e+08 / 1.63e+08 8.48e+07 / 8.48e+07 5.20e+07 / 5.20e+07 1.53 / 1.51 PS_3_2_89 1.00e+08 / 9.81e+07 4.27e+07 / 4.27e+07 3.94e+07 / 3.94e+07 1.46 / 1.41 PS_3_2_90 7.65e+07 / 7.49e+07 3.10e+07 / 3.10e+07 3.10e+07 / 3.10e+07 1.47 / 1.42 PS_3_2_91 2.88e+07 / 2.86e+07 1.25e+07 / 1.25e+07 1.45e+07 / 1.45e+07 1.12 / 1.11 PS_3_2_92 5.06e+07 / 4.99e+07 2.20e+07 / 2.22e+07 2.44e+07 / 2.43e+07 1.17 / 1.14 PS_3_2_93 1.10e+08 / 1.08e+08 5.23e+07 / 5.23e+07 3.78e+07 / 3.78e+07 1.52 / 1.47 PS_3_2_94 1.15e+08 / 1.13e+08 5.06e+07 / 5.06e+07 4.79e+07 / 4.79e+07 1.35 / 1.30 PS_3_2_95 4.47e+07 / 4.45e+07 1.96e+07 / 1.96e+07 1.94e+07 / 1.94e+07 1.29 / 1.28 PS_3_2_96 5.24e+07 / 5.13e+07 1.99e+07 / 1.99e+07 2.38e+07 / 2.38e+07 1.37 / 1.32 PS_3_2_97 1.57e+07 / 1.56e+07 4.65e+06 / 4.65e+06 9.20e+06 / 9.20e+06 1.20 / 1.19 PS_3_2_98 2.33e+07 / 2.30e+07 7.31e+06 / 7.31e+06 1.44e+07 / 1.44e+07 1.11 / 1.09 PS_3_2_99 7.10e+07 / 6.97e+07 2.83e+07 / 2.83e+07 3.08e+07 / 3.08e+07 1.39 / 1.34 PS_3_2_100 2.09e+08 / 2.05e+08 9.45e+07 / 9.45e+07 6.97e+07 / 6.97e+07 1.64 / 1.59
B-78 B.3.3.2 Negative Region Table 31 - Strength I Flexure - Negative SLG Demands & Rating - Three-Span PS Suite 1 Bridge ID Mn (-) [k-in.] Int/Ext Factored DC1 + DC2 (-) [k-in.] Int/Ext Factored LL (-) [k-in.] Int/Ext St1M Inventory Rating (-) Int/Ext PS_3_1_1 8.92e+07 / 8.92e+07 -1.74e+06 / -1.74e+06 -3.71e+07 / -3.71e+07 2.36 / 2.36 PS_3_1_2 3.01e+07 / 3.01e+07 -6.50e+05 / -6.50e+05 -1.53e+07 / -1.53e+07 1.92 / 1.92 PS_3_1_3 1.41e+08 / 1.41e+08 -3.10e+06 / -3.10e+06 -5.41e+07 / -5.41e+07 2.55 / 2.55 PS_3_1_4 1.92e+07 / 1.92e+07 -2.72e+05 / -2.72e+05 -8.99e+06 / -8.99e+06 2.11 / 2.11 PS_3_1_5 4.05e+07 / 4.05e+07 -7.16e+05 / -7.16e+05 -2.08e+07 / -2.08e+07 1.91 / 1.91 PS_3_1_6 9.77e+07 / 9.77e+07 -1.65e+06 / -1.65e+06 -3.67e+07 / -3.67e+07 2.62 / 2.62 PS_3_1_7 1.16e+08 / 1.16e+08 -2.60e+06 / -2.60e+06 -4.85e+07 / -4.85e+07 2.34 / 2.34 PS_3_1_8 8.19e+07 / 8.19e+07 -1.20e+06 / -1.20e+06 -3.56e+07 / -3.56e+07 2.27 / 2.27 PS_3_1_9 1.16e+08 / 1.16e+08 -3.59e+06 / -3.59e+06 -4.97e+07 / -4.97e+07 2.27 / 2.27 PS_3_1_10 1.22e+07 / 1.22e+07 -1.42e+05 / -1.42e+05 -5.08e+06 / -5.08e+06 2.37 / 2.37 PS_3_1_11 1.12e+08 / 1.12e+08 -2.49e+06 / -2.49e+06 -4.60e+07 / -4.60e+07 2.38 / 2.38 PS_3_1_12 9.41e+07 / 9.41e+07 -1.72e+06 / -1.72e+06 -4.08e+07 / -4.08e+07 2.27 / 2.27 PS_3_1_13 1.43e+08 / 1.43e+08 -3.39e+06 / -3.39e+06 -5.60e+07 / -5.60e+07 2.50 / 2.50 PS_3_1_14 6.96e+07 / 6.96e+07 -1.24e+06 / -1.24e+06 -3.07e+07 / -3.07e+07 2.23 / 2.23 PS_3_1_15 9.55e+07 / 9.55e+07 -1.90e+06 / -1.90e+06 -4.12e+07 / -4.12e+07 2.27 / 2.27 PS_3_1_16 5.85e+07 / 5.85e+07 -1.03e+06 / -1.03e+06 -2.95e+07 / -2.95e+07 1.95 / 1.95 PS_3_1_17 6.00e+07 / 6.00e+07 -1.27e+06 / -1.27e+06 -2.58e+07 / -2.58e+07 2.28 / 2.28 PS_3_1_18 6.61e+07 / 6.61e+07 -1.20e+06 / -1.20e+06 -3.46e+07 / -3.46e+07 1.88 / 1.88 PS_3_1_19 1.13e+08 / 1.13e+08 -1.53e+06 / -1.53e+06 -4.42e+07 / -4.42e+07 2.53 / 2.53 PS_3_1_20 2.35e+07 / 2.35e+07 -3.17e+05 / -3.17e+05 -1.14e+07 / -1.14e+07 2.03 / 2.03 PS_3_1_21 2.06e+08 / 2.06e+08 -4.29e+06 / -4.29e+06 -7.18e+07 / -7.18e+07 2.80 / 2.80 PS_3_1_22 1.50e+08 / 1.50e+08 -3.48e+06 / -3.48e+06 -6.16e+07 / -6.16e+07 2.39 / 2.39 PS_3_1_23 5.30e+07 / 5.30e+07 -8.57e+05 / -8.57e+05 -2.90e+07 / -2.90e+07 1.80 / 1.80 PS_3_1_24 5.65e+07 / 5.65e+07 -1.12e+06 / -1.12e+06 -2.91e+07 / -2.91e+07 1.90 / 1.90 PS_3_1_25 1.59e+08 / 1.59e+08 -3.12e+06 / -3.12e+06 -6.27e+07 / -6.27e+07 2.49 / 2.49 PS_3_1_26 1.00e+08 / 1.00e+08 -2.61e+06 / -2.61e+06 -4.71e+07 / -4.71e+07 2.08 / 2.08 PS_3_1_27 1.45e+08 / 1.45e+08 -3.49e+06 / -3.49e+06 -5.33e+07 / -5.33e+07 2.65 / 2.65 PS_3_1_28 1.46e+08 / 1.46e+08 -2.42e+06 / -2.42e+06 -5.18e+07 / -5.18e+07 2.78 / 2.78 PS_3_1_29 3.69e+07 / 3.69e+07 -5.56e+05 / -5.56e+05 -2.00e+07 / -2.00e+07 1.82 / 1.82 PS_3_1_30 5.47e+07 / 5.47e+07 -8.16e+05 / -8.16e+05 -2.94e+07 / -2.94e+07 1.83 / 1.83 PS_3_1_31 9.08e+07 / 9.08e+07 -1.99e+06 / -1.99e+06 -3.90e+07 / -3.90e+07 2.28 / 2.28 PS_3_1_32 8.18e+07 / 8.18e+07 -1.79e+06 / -1.79e+06 -3.94e+07 / -3.94e+07 2.03 / 2.03 PS_3_1_33 1.74e+07 / 1.74e+07 -2.58e+05 / -2.58e+05 -7.63e+06 / -7.63e+06 2.25 / 2.25 PS_3_1_34 2.48e+07 / 2.48e+07 -4.07e+05 / -4.07e+05 -1.12e+07 / -1.12e+07 2.17 / 2.17 PS_3_1_35 6.00e+07 / 6.00e+07 -1.17e+06 / -1.17e+06 -2.94e+07 / -2.94e+07 2.01 / 2.01 PS_3_1_36 7.66e+07 / 7.66e+07 -1.08e+06 / -1.08e+06 -3.03e+07 / -3.03e+07 2.49 / 2.49 PS_3_1_37 1.76e+07 / 1.76e+07 -2.18e+05 / -2.18e+05 -7.81e+06 / -7.81e+06 2.23 / 2.23
B-79 PS_3_1_38 1.65e+08 / 1.65e+08 -2.81e+06 / -2.81e+06 -6.06e+07 / -6.06e+07 2.67 / 2.67 PS_3_1_39 1.92e+08 / 1.92e+08 -4.73e+06 / -4.73e+06 -7.75e+07 / -7.75e+07 2.41 / 2.41 PS_3_1_40 5.51e+07 / 5.51e+07 -7.88e+05 / -7.88e+05 -2.68e+07 / -2.68e+07 2.03 / 2.03 PS_3_1_41 1.67e+07 / 1.67e+07 -2.24e+05 / -2.24e+05 -7.09e+06 / -7.09e+06 2.33 / 2.33 PS_3_1_42 1.48e+07 / 1.48e+07 -2.02e+05 / -2.02e+05 -5.79e+06 / -5.79e+06 2.52 / 2.52 PS_3_1_43 7.21e+07 / 7.21e+07 -1.96e+06 / -1.96e+06 -3.70e+07 / -3.70e+07 1.89 / 1.89 PS_3_1_44 2.28e+07 / 2.28e+07 -4.43e+05 / -4.43e+05 -1.02e+07 / -1.02e+07 2.19 / 2.19 PS_3_1_45 1.33e+08 / 1.33e+08 -2.15e+06 / -2.15e+06 -5.21e+07 / -5.21e+07 2.52 / 2.52 PS_3_1_46 8.08e+07 / 8.08e+07 -1.81e+06 / -1.81e+06 -3.54e+07 / -3.54e+07 2.23 / 2.23 PS_3_1_47 4.20e+07 / 4.20e+07 -5.55e+05 / -5.55e+05 -2.18e+07 / -2.18e+07 1.90 / 1.90 PS_3_1_48 1.72e+08 / 1.72e+08 -3.85e+06 / -3.85e+06 -6.58e+07 / -6.58e+07 2.56 / 2.56 PS_3_1_49 4.52e+07 / 4.52e+07 -6.88e+05 / -6.88e+05 -2.41e+07 / -2.41e+07 1.85 / 1.85 PS_3_1_50 9.39e+07 / 9.39e+07 -1.97e+06 / -1.97e+06 -3.94e+07 / -3.94e+07 2.33 / 2.33 PS_3_1_51 2.95e+07 / 2.95e+07 -5.46e+05 / -5.46e+05 -1.57e+07 / -1.57e+07 1.84 / 1.84 PS_3_1_52 1.75e+08 / 1.75e+08 -4.14e+06 / -4.14e+06 -7.04e+07 / -7.04e+07 2.42 / 2.42 PS_3_1_53 1.32e+08 / 1.32e+08 -2.13e+06 / -2.13e+06 -5.21e+07 / -5.21e+07 2.50 / 2.50 PS_3_1_54 1.38e+08 / 1.38e+08 -2.54e+06 / -2.54e+06 -5.77e+07 / -5.77e+07 2.35 / 2.35 PS_3_1_55 1.74e+08 / 1.74e+08 -3.22e+06 / -3.22e+06 -6.58e+07 / -6.58e+07 2.60 / 2.60 PS_3_1_56 3.89e+07 / 3.89e+07 -1.04e+06 / -1.04e+06 -1.84e+07 / -1.84e+07 2.06 / 2.06 PS_3_1_57 9.86e+07 / 9.86e+07 -2.42e+06 / -2.42e+06 -3.99e+07 / -3.99e+07 2.41 / 2.41 PS_3_1_58 1.61e+08 / 1.61e+08 -3.79e+06 / -3.79e+06 -6.03e+07 / -6.03e+07 2.60 / 2.60 PS_3_1_59 1.41e+08 / 1.41e+08 -2.77e+06 / -2.77e+06 -6.31e+07 / -6.31e+07 2.20 / 2.20 PS_3_1_60 3.01e+07 / 3.01e+07 -5.66e+05 / -5.66e+05 -1.47e+07 / -1.47e+07 2.01 / 2.01 PS_3_1_61 5.33e+07 / 5.33e+07 -1.01e+06 / -1.01e+06 -2.67e+07 / -2.67e+07 1.96 / 1.96 PS_3_1_62 6.41e+07 / 6.41e+07 -1.48e+06 / -1.48e+06 -3.20e+07 / -3.20e+07 1.96 / 1.96 PS_3_1_63 4.81e+07 / 4.81e+07 -9.31e+05 / -9.31e+05 -2.46e+07 / -2.46e+07 1.92 / 1.92 PS_3_1_64 7.02e+07 / 7.02e+07 -1.38e+06 / -1.38e+06 -3.44e+07 / -3.44e+07 2.00 / 2.00 PS_3_1_65 4.94e+07 / 4.94e+07 -1.30e+06 / -1.30e+06 -2.29e+07 / -2.29e+07 2.10 / 2.10 PS_3_1_66 7.70e+07 / 7.70e+07 -1.69e+06 / -1.69e+06 -3.40e+07 / -3.40e+07 2.21 / 2.21 PS_3_1_67 8.23e+07 / 8.23e+07 -1.76e+06 / -1.76e+06 -3.98e+07 / -3.98e+07 2.02 / 2.02 PS_3_1_68 1.37e+08 / 1.37e+08 -3.99e+06 / -3.99e+06 -6.31e+07 / -6.31e+07 2.10 / 2.10 PS_3_1_69 3.14e+07 / 3.14e+07 -5.67e+05 / -5.67e+05 -1.66e+07 / -1.66e+07 1.86 / 1.86 PS_3_1_70 4.19e+07 / 4.19e+07 -7.83e+05 / -7.83e+05 -2.11e+07 / -2.11e+07 1.94 / 1.94 PS_3_1_71 2.89e+07 / 2.89e+07 -4.43e+05 / -4.43e+05 -1.28e+07 / -1.28e+07 2.22 / 2.22 PS_3_1_72 1.21e+08 / 1.21e+08 -3.08e+06 / -3.08e+06 -4.61e+07 / -4.61e+07 2.57 / 2.57 PS_3_1_73 1.00e+08 / 1.00e+08 -2.12e+06 / -2.12e+06 -4.67e+07 / -4.67e+07 2.10 / 2.10 PS_3_1_74 1.57e+08 / 1.57e+08 -2.50e+06 / -2.50e+06 -5.20e+07 / -5.20e+07 2.97 / 2.97 PS_3_1_75 2.87e+07 / 2.87e+07 -6.79e+05 / -6.79e+05 -1.44e+07 / -1.44e+07 1.95 / 1.95 PS_3_1_76 1.42e+08 / 1.42e+08 -2.51e+06 / -2.51e+06 -6.45e+07 / -6.45e+07 2.16 / 2.16 PS_3_1_77 2.01e+07 / 2.01e+07 -3.77e+05 / -3.77e+05 -8.28e+06 / -8.28e+06 2.38 / 2.38 PS_3_1_78 1.15e+08 / 1.15e+08 -2.49e+06 / -2.49e+06 -5.13e+07 / -5.13e+07 2.19 / 2.19 PS_3_1_79 2.58e+07 / 2.58e+07 -3.60e+05 / -3.60e+05 -1.09e+07 / -1.09e+07 2.33 / 2.33 PS_3_1_80 7.15e+07 / 7.15e+07 -1.14e+06 / -1.14e+06 -3.58e+07 / -3.58e+07 1.96 / 1.96 PS_3_1_81 8.77e+07 / 8.77e+07 -1.80e+06 / -1.80e+06 -3.83e+07 / -3.83e+07 2.24 / 2.24 PS_3_1_82 6.29e+07 / 6.29e+07 -8.40e+05 / -8.40e+05 -2.92e+07 / -2.92e+07 2.13 / 2.13 PS_3_1_83 6.49e+07 / 6.49e+07 -1.30e+06 / -1.30e+06 -2.73e+07 / -2.73e+07 2.33 / 2.33
B-80 PS_3_1_84 2.30e+07 / 2.30e+07 -4.48e+05 / -4.48e+05 -9.40e+06 / -9.40e+06 2.40 / 2.40 PS_3_1_85 4.87e+07 / 4.87e+07 -7.87e+05 / -7.87e+05 -2.61e+07 / -2.61e+07 1.83 / 1.83 PS_3_1_86 3.88e+07 / 3.88e+07 -5.90e+05 / -5.90e+05 -2.02e+07 / -2.02e+07 1.90 / 1.90 PS_3_1_87 2.36e+07 / 2.36e+07 -2.83e+05 / -2.83e+05 -1.13e+07 / -1.13e+07 2.06 / 2.06 PS_3_1_88 3.54e+07 / 3.54e+07 -4.91e+05 / -4.91e+05 -1.85e+07 / -1.85e+07 1.89 / 1.89 PS_3_1_89 1.34e+08 / 1.34e+08 -1.94e+06 / -1.94e+06 -4.76e+07 / -4.76e+07 2.77 / 2.77 PS_3_1_90 5.82e+07 / 5.82e+07 -1.24e+06 / -1.24e+06 -2.77e+07 / -2.77e+07 2.06 / 2.06 PS_3_1_91 6.43e+07 / 6.43e+07 -1.42e+06 / -1.42e+06 -3.27e+07 / -3.27e+07 1.92 / 1.92 PS_3_1_92 4.05e+07 / 4.05e+07 -9.13e+05 / -9.13e+05 -2.13e+07 / -2.13e+07 1.86 / 1.86 PS_3_1_93 1.36e+08 / 1.36e+08 -2.43e+06 / -2.43e+06 -5.11e+07 / -5.11e+07 2.61 / 2.61 PS_3_1_94 4.52e+07 / 4.52e+07 -1.09e+06 / -1.09e+06 -2.25e+07 / -2.25e+07 1.96 / 1.96 PS_3_1_95 6.58e+07 / 6.58e+07 -9.59e+05 / -9.59e+05 -3.04e+07 / -3.04e+07 2.13 / 2.13 PS_3_1_96 2.08e+07 / 2.08e+07 -3.15e+05 / -3.15e+05 -9.37e+06 / -9.37e+06 2.18 / 2.18 PS_3_1_97 5.50e+07 / 5.50e+07 -1.17e+06 / -1.17e+06 -2.61e+07 / -2.61e+07 2.06 / 2.06 PS_3_1_98 2.76e+07 / 2.76e+07 -3.98e+05 / -3.98e+05 -1.31e+07 / -1.31e+07 2.07 / 2.07 PS_3_1_99 2.76e+07 / 2.76e+07 -4.12e+05 / -4.12e+05 -1.34e+07 / -1.34e+07 2.02 / 2.02 PS_3_1_100 1.57e+08 / 1.57e+08 -3.80e+06 / -3.80e+06 -6.52e+07 / -6.52e+07 2.35 / 2.35 Table 32 - Strength I Flexure - Negative SLG Demands & Rating - Three-Span PS Suite 2 Bridge ID Mn (-) [k-in.] Int/Ext Factored DC1 + DC2 (-) [k-in.] Int/Ext Factored LL (-) [k-in.] Int/Ext St1M Inventory Rating (-) Int/Ext PS_3_2_1 4.03e+07 / 4.03e+07 -7.97e+05 / -7.97e+05 -2.15e+07 / -2.15e+07 1.83 / 1.83 PS_3_2_2 1.64e+07 / 1.64e+07 -2.43e+05 / -2.43e+05 -6.75e+06 / -6.75e+06 2.40 / 2.40 PS_3_2_3 1.95e+07 / 1.95e+07 -3.33e+05 / -3.33e+05 -7.97e+06 / -7.97e+06 2.40 / 2.40 PS_3_2_4 7.39e+07 / 7.39e+07 -1.34e+06 / -1.34e+06 -3.75e+07 / -3.75e+07 1.93 / 1.93 PS_3_2_5 1.17e+08 / 1.17e+08 -1.94e+06 / -1.94e+06 -4.19e+07 / -4.19e+07 2.75 / 2.75 PS_3_2_6 4.81e+07 / 4.81e+07 -6.55e+05 / -6.55e+05 -2.38e+07 / -2.38e+07 1.99 / 1.99 PS_3_2_7 1.29e+08 / 1.29e+08 -2.26e+06 / -2.26e+06 -4.83e+07 / -4.83e+07 2.62 / 2.62 PS_3_2_8 1.58e+08 / 1.58e+08 -3.85e+06 / -3.85e+06 -6.15e+07 / -6.15e+07 2.51 / 2.51 PS_3_2_9 1.50e+07 / 1.50e+07 -1.94e+05 / -1.94e+05 -6.52e+06 / -6.52e+06 2.27 / 2.27 PS_3_2_10 1.03e+08 / 1.03e+08 -1.53e+06 / -1.53e+06 -4.00e+07 / -4.00e+07 2.53 / 2.53 PS_3_2_11 5.11e+07 / 5.11e+07 -7.94e+05 / -7.94e+05 -2.26e+07 / -2.26e+07 2.23 / 2.23 PS_3_2_12 1.88e+07 / 1.88e+07 -2.38e+05 / -2.38e+05 -8.16e+06 / -8.16e+06 2.27 / 2.27 PS_3_2_13 2.95e+07 / 2.95e+07 -5.11e+05 / -5.11e+05 -1.48e+07 / -1.48e+07 1.96 / 1.96 PS_3_2_14 3.62e+07 / 3.62e+07 -5.99e+05 / -5.99e+05 -1.76e+07 / -1.76e+07 2.02 / 2.02 PS_3_2_15 8.60e+07 / 8.60e+07 -1.17e+06 / -1.17e+06 -3.69e+07 / -3.69e+07 2.30 / 2.30 PS_3_2_16 8.69e+07 / 8.69e+07 -1.45e+06 / -1.45e+06 -4.05e+07 / -4.05e+07 2.11 / 2.11 PS_3_2_17 1.95e+07 / 1.95e+07 -3.69e+05 / -3.69e+05 -8.03e+06 / -8.03e+06 2.38 / 2.38 PS_3_2_18 1.43e+08 / 1.43e+08 -4.19e+06 / -4.19e+06 -6.14e+07 / -6.14e+07 2.26 / 2.26 PS_3_2_19 7.98e+07 / 7.98e+07 -1.82e+06 / -1.82e+06 -3.71e+07 / -3.71e+07 2.10 / 2.10 PS_3_2_20 3.47e+07 / 3.47e+07 -5.07e+05 / -5.07e+05 -1.75e+07 / -1.75e+07 1.96 / 1.96 PS_3_2_21 9.99e+07 / 9.99e+07 -1.84e+06 / -1.84e+06 -4.45e+07 / -4.45e+07 2.20 / 2.20
B-81 PS_3_2_22 3.52e+07 / 3.52e+07 -6.03e+05 / -6.03e+05 -1.79e+07 / -1.79e+07 1.93 / 1.93 PS_3_2_23 4.59e+07 / 4.59e+07 -1.26e+06 / -1.26e+06 -2.22e+07 / -2.22e+07 2.01 / 2.01 PS_3_2_24 2.26e+07 / 2.26e+07 -3.23e+05 / -3.23e+05 -1.01e+07 / -1.01e+07 2.21 / 2.21 PS_3_2_25 3.61e+07 / 3.61e+07 -6.91e+05 / -6.91e+05 -1.94e+07 / -1.94e+07 1.83 / 1.83 PS_3_2_26 3.25e+07 / 3.25e+07 -6.99e+05 / -6.99e+05 -1.73e+07 / -1.73e+07 1.84 / 1.84 PS_3_2_27 6.62e+07 / 6.62e+07 -1.04e+06 / -1.04e+06 -3.22e+07 / -3.22e+07 2.03 / 2.03 PS_3_2_28 5.94e+07 / 5.94e+07 -9.08e+05 / -9.08e+05 -3.10e+07 / -3.10e+07 1.89 / 1.89 PS_3_2_29 5.56e+07 / 5.56e+07 -9.55e+05 / -9.55e+05 -2.87e+07 / -2.87e+07 1.90 / 1.90 PS_3_2_30 2.04e+07 / 2.04e+07 -3.78e+05 / -3.78e+05 -9.71e+06 / -9.71e+06 2.06 / 2.06 PS_3_2_31 1.17e+08 / 1.17e+08 -2.20e+06 / -2.20e+06 -4.46e+07 / -4.46e+07 2.58 / 2.58 PS_3_2_32 2.77e+07 / 2.77e+07 -5.43e+05 / -5.43e+05 -1.32e+07 / -1.32e+07 2.06 / 2.06 PS_3_2_33 1.58e+08 / 1.58e+08 -2.49e+06 / -2.49e+06 -6.28e+07 / -6.28e+07 2.48 / 2.48 PS_3_2_34 1.86e+08 / 1.86e+08 -3.91e+06 / -3.91e+06 -7.36e+07 / -7.36e+07 2.48 / 2.48 PS_3_2_35 2.29e+07 / 2.29e+07 -3.13e+05 / -3.13e+05 -1.09e+07 / -1.09e+07 2.08 / 2.08 PS_3_2_36 1.61e+08 / 1.61e+08 -3.25e+06 / -3.25e+06 -5.66e+07 / -5.66e+07 2.78 / 2.78 PS_3_2_37 1.60e+08 / 1.60e+08 -3.06e+06 / -3.06e+06 -5.36e+07 / -5.36e+07 2.93 / 2.93 PS_3_2_38 7.37e+07 / 7.37e+07 -1.43e+06 / -1.43e+06 -3.92e+07 / -3.92e+07 1.84 / 1.84 PS_3_2_39 1.11e+08 / 1.11e+08 -1.91e+06 / -1.91e+06 -4.08e+07 / -4.08e+07 2.69 / 2.69 PS_3_2_40 1.14e+08 / 1.14e+08 -2.44e+06 / -2.44e+06 -4.98e+07 / -4.98e+07 2.24 / 2.24 PS_3_2_41 3.83e+07 / 3.83e+07 -5.20e+05 / -5.20e+05 -2.02e+07 / -2.02e+07 1.88 / 1.88 PS_3_2_42 6.02e+07 / 6.02e+07 -9.23e+05 / -9.23e+05 -2.79e+07 / -2.79e+07 2.12 / 2.12 PS_3_2_43 1.23e+08 / 1.23e+08 -1.87e+06 / -1.87e+06 -4.57e+07 / -4.57e+07 2.66 / 2.66 PS_3_2_44 1.80e+08 / 1.80e+08 -4.28e+06 / -4.28e+06 -6.75e+07 / -6.75e+07 2.61 / 2.61 PS_3_2_45 6.11e+07 / 6.11e+07 -1.42e+06 / -1.42e+06 -2.72e+07 / -2.72e+07 2.19 / 2.19 PS_3_2_46 1.14e+08 / 1.14e+08 -2.71e+06 / -2.71e+06 -4.43e+07 / -4.43e+07 2.52 / 2.52 PS_3_2_47 1.78e+08 / 1.78e+08 -3.62e+06 / -3.62e+06 -5.93e+07 / -5.93e+07 2.94 / 2.94 PS_3_2_48 6.25e+07 / 6.25e+07 -1.21e+06 / -1.21e+06 -3.06e+07 / -3.06e+07 2.00 / 2.00 PS_3_2_49 1.36e+08 / 1.36e+08 -2.13e+06 / -2.13e+06 -5.49e+07 / -5.49e+07 2.44 / 2.44 PS_3_2_50 5.08e+07 / 5.08e+07 -8.18e+05 / -8.18e+05 -2.76e+07 / -2.76e+07 1.81 / 1.81 PS_3_2_51 1.21e+08 / 1.21e+08 -2.49e+06 / -2.49e+06 -5.11e+07 / -5.11e+07 2.31 / 2.31 PS_3_2_52 1.48e+08 / 1.48e+08 -2.50e+06 / -2.50e+06 -6.69e+07 / -6.69e+07 2.17 / 2.17 PS_3_2_53 5.10e+07 / 5.10e+07 -1.23e+06 / -1.23e+06 -2.82e+07 / -2.82e+07 1.77 / 1.77 PS_3_2_54 9.26e+07 / 9.26e+07 -1.80e+06 / -1.80e+06 -4.49e+07 / -4.49e+07 2.02 / 2.02 PS_3_2_55 1.57e+08 / 1.57e+08 -3.52e+06 / -3.52e+06 -6.49e+07 / -6.49e+07 2.37 / 2.37 PS_3_2_56 3.50e+07 / 3.50e+07 -7.42e+05 / -7.42e+05 -1.84e+07 / -1.84e+07 1.86 / 1.86 PS_3_2_57 1.76e+08 / 1.76e+08 -3.63e+06 / -3.63e+06 -6.97e+07 / -6.97e+07 2.48 / 2.48 PS_3_2_58 2.25e+07 / 2.25e+07 -4.20e+05 / -4.20e+05 -9.34e+06 / -9.34e+06 2.36 / 2.36 PS_3_2_59 1.20e+08 / 1.20e+08 -3.15e+06 / -3.15e+06 -4.64e+07 / -4.64e+07 2.53 / 2.53 PS_3_2_60 2.14e+08 / 2.14e+08 -5.02e+06 / -5.02e+06 -8.63e+07 / -8.63e+07 2.42 / 2.42 PS_3_2_61 1.17e+08 / 1.17e+08 -3.00e+06 / -3.00e+06 -4.78e+07 / -4.78e+07 2.38 / 2.38 PS_3_2_62 8.04e+07 / 8.04e+07 -1.76e+06 / -1.76e+06 -3.49e+07 / -3.49e+07 2.25 / 2.25 PS_3_2_63 8.81e+07 / 8.81e+07 -1.34e+06 / -1.34e+06 -3.99e+07 / -3.99e+07 2.17 / 2.17 PS_3_2_64 7.17e+07 / 7.17e+07 -1.45e+06 / -1.45e+06 -3.30e+07 / -3.30e+07 2.13 / 2.13 PS_3_2_65 7.90e+07 / 7.90e+07 -1.91e+06 / -1.91e+06 -3.89e+07 / -3.89e+07 1.98 / 1.98 PS_3_2_66 2.94e+07 / 2.94e+07 -4.98e+05 / -4.98e+05 -1.37e+07 / -1.37e+07 2.10 / 2.10 PS_3_2_67 8.80e+07 / 8.80e+07 -1.33e+06 / -1.33e+06 -3.36e+07 / -3.36e+07 2.58 / 2.58
B-82 PS_3_2_68 5.69e+07 / 5.69e+07 -9.20e+05 / -9.20e+05 -2.76e+07 / -2.76e+07 2.03 / 2.03 PS_3_2_69 3.12e+07 / 3.12e+07 -5.04e+05 / -5.04e+05 -1.64e+07 / -1.64e+07 1.87 / 1.87 PS_3_2_70 4.99e+07 / 4.99e+07 -8.29e+05 / -8.29e+05 -2.57e+07 / -2.57e+07 1.91 / 1.91 PS_3_2_71 3.88e+07 / 3.88e+07 -8.61e+05 / -8.61e+05 -1.90e+07 / -1.90e+07 2.00 / 2.00 PS_3_2_72 7.29e+07 / 7.29e+07 -1.54e+06 / -1.54e+06 -3.23e+07 / -3.23e+07 2.21 / 2.21 PS_3_2_73 6.97e+07 / 6.97e+07 -1.97e+06 / -1.97e+06 -2.95e+07 / -2.95e+07 2.30 / 2.30 PS_3_2_74 7.45e+07 / 7.45e+07 -1.78e+06 / -1.78e+06 -3.26e+07 / -3.26e+07 2.23 / 2.23 PS_3_2_75 2.24e+07 / 2.24e+07 -2.96e+05 / -2.96e+05 -9.99e+06 / -9.99e+06 2.21 / 2.21 PS_3_2_76 1.13e+08 / 1.13e+08 -2.22e+06 / -2.22e+06 -5.02e+07 / -5.02e+07 2.22 / 2.22 PS_3_2_77 2.61e+07 / 2.61e+07 -3.65e+05 / -3.65e+05 -1.30e+07 / -1.30e+07 1.98 / 1.98 PS_3_2_78 4.13e+07 / 4.13e+07 -7.40e+05 / -7.40e+05 -2.10e+07 / -2.10e+07 1.93 / 1.93 PS_3_2_79 4.74e+07 / 4.74e+07 -6.98e+05 / -6.98e+05 -2.39e+07 / -2.39e+07 1.95 / 1.95 PS_3_2_80 1.98e+08 / 1.98e+08 -3.48e+06 / -3.48e+06 -7.63e+07 / -7.63e+07 2.55 / 2.55 PS_3_2_81 2.54e+07 / 2.54e+07 -5.17e+05 / -5.17e+05 -1.14e+07 / -1.14e+07 2.18 / 2.18 PS_3_2_82 1.08e+08 / 1.08e+08 -1.85e+06 / -1.85e+06 -4.24e+07 / -4.24e+07 2.51 / 2.51 PS_3_2_83 5.00e+07 / 5.00e+07 -1.04e+06 / -1.04e+06 -2.44e+07 / -2.44e+07 2.01 / 2.01 PS_3_2_84 2.87e+07 / 2.87e+07 -4.00e+05 / -4.00e+05 -1.32e+07 / -1.32e+07 2.14 / 2.14 PS_3_2_85 1.42e+08 / 1.42e+08 -2.44e+06 / -2.44e+06 -5.70e+07 / -5.70e+07 2.44 / 2.44 PS_3_2_86 1.09e+08 / 1.09e+08 -1.97e+06 / -1.97e+06 -4.72e+07 / -4.72e+07 2.26 / 2.26 PS_3_2_87 8.52e+07 / 8.52e+07 -2.01e+06 / -2.01e+06 -4.05e+07 / -4.05e+07 2.05 / 2.05 PS_3_2_88 1.52e+08 / 1.52e+08 -2.16e+06 / -2.16e+06 -5.51e+07 / -5.51e+07 2.72 / 2.72 PS_3_2_89 9.11e+07 / 9.11e+07 -2.13e+06 / -2.13e+06 -4.22e+07 / -4.22e+07 2.11 / 2.11 PS_3_2_90 6.89e+07 / 6.89e+07 -1.21e+06 / -1.21e+06 -3.34e+07 / -3.34e+07 2.03 / 2.03 PS_3_2_91 3.00e+07 / 3.00e+07 -6.52e+05 / -6.52e+05 -1.48e+07 / -1.48e+07 1.98 / 1.98 PS_3_2_92 5.16e+07 / 5.16e+07 -8.79e+05 / -8.79e+05 -2.64e+07 / -2.64e+07 1.92 / 1.92 PS_3_2_93 1.00e+08 / 1.00e+08 -1.73e+06 / -1.73e+06 -4.03e+07 / -4.03e+07 2.44 / 2.44 PS_3_2_94 1.09e+08 / 1.09e+08 -2.83e+06 / -2.83e+06 -5.12e+07 / -5.12e+07 2.08 / 2.08 PS_3_2_95 4.34e+07 / 4.34e+07 -7.54e+05 / -7.54e+05 -2.11e+07 / -2.11e+07 2.02 / 2.02 PS_3_2_96 4.85e+07 / 4.85e+07 -1.09e+06 / -1.09e+06 -2.50e+07 / -2.50e+07 1.89 / 1.89 PS_3_2_97 1.54e+07 / 1.54e+07 -2.09e+05 / -2.09e+05 -7.03e+06 / -7.03e+06 2.16 / 2.16 PS_3_2_98 2.41e+07 / 2.41e+07 -4.48e+05 / -4.48e+05 -1.06e+07 / -1.06e+07 2.23 / 2.23 PS_3_2_99 6.57e+07 / 6.57e+07 -1.53e+06 / -1.53e+06 -3.32e+07 / -3.32e+07 1.93 / 1.93 PS_3_2_100 1.83e+08 / 1.83e+08 -3.65e+06 / -3.65e+06 -7.38e+07 / -7.38e+07 2.42 / 2.42
B-83 B.3.4 Strength I Shear â SLG Demands and Ratings Table 33 - Strength I Shear - SLG Demands & Rating - Three-Span PS Suite 1 Bridge ID Vn [lb.] Int/Ext Factored DC1 + DC2 [lb.] Int/Ext Factored LL [lb.] Int/Ext St1V Inventory Rating Int/Ext PS_3_1_1 5.21e+05 / 5.21e+05 1.35e+05 / 1.35e+05 3.26e+05 / 3.26e+05 1.02 / 1.02 PS_3_1_2 2.41e+05 / 2.41e+05 5.63e+04 / 5.63e+04 1.56e+05 / 1.56e+05 1.03 / 1.03 PS_3_1_3 4.61e+05 / 4.61e+05 1.68e+05 / 1.68e+05 2.36e+05 / 2.36e+05 1.04 / 1.04 PS_3_1_4 1.85e+05 / 1.85e+05 4.06e+04 / 4.06e+04 1.23e+05 / 1.23e+05 1.02 / 1.02 PS_3_1_5 2.70e+05 / 2.70e+05 6.98e+04 / 6.98e+04 1.68e+05 / 1.68e+05 1.03 / 1.03 PS_3_1_6 4.32e+05 / 4.32e+05 1.37e+05 / 1.37e+05 2.45e+05 / 2.45e+05 1.03 / 1.03 PS_3_1_7 4.16e+05 / 4.16e+05 1.41e+05 / 1.41e+05 2.23e+05 / 2.23e+05 1.04 / 1.04 PS_3_1_8 3.21e+05 / 3.21e+05 1.06e+05 / 1.06e+05 1.78e+05 / 1.78e+05 1.03 / 1.03 PS_3_1_9 5.32e+05 / 5.32e+05 1.56e+05 / 1.56e+05 3.07e+05 / 3.07e+05 1.05 / 1.05 PS_3_1_10 2.04e+05 / 2.04e+05 3.41e+04 / 3.41e+04 1.48e+05 / 1.48e+05 1.01 / 1.01 PS_3_1_11 4.57e+05 / 4.57e+05 1.42e+05 / 1.42e+05 2.60e+05 / 2.60e+05 1.04 / 1.04 PS_3_1_12 4.66e+05 / 4.66e+05 1.30e+05 / 1.30e+05 2.82e+05 / 2.82e+05 1.03 / 1.03 PS_3_1_13 5.23e+05 / 5.23e+05 1.74e+05 / 1.74e+05 2.85e+05 / 2.85e+05 1.04 / 1.04 PS_3_1_14 4.03e+05 / 4.03e+05 1.06e+05 / 1.06e+05 2.51e+05 / 2.51e+05 1.02 / 1.02 PS_3_1_15 4.09e+05 / 4.09e+05 1.25e+05 / 1.25e+05 2.35e+05 / 2.35e+05 1.03 / 1.03 PS_3_1_16 3.32e+05 / 3.32e+05 9.17e+04 / 9.17e+04 2.01e+05 / 2.01e+05 1.03 / 1.03 PS_3_1_17 3.80e+05 / 3.80e+05 9.75e+04 / 9.75e+04 2.38e+05 / 2.38e+05 1.03 / 1.03 PS_3_1_18 3.62e+05 / 3.62e+05 9.81e+04 / 9.81e+04 2.21e+05 / 2.21e+05 1.03 / 1.03 PS_3_1_19 3.69e+05 / 3.69e+05 1.41e+05 / 1.41e+05 1.86e+05 / 1.86e+05 1.03 / 1.03 PS_3_1_20 2.14e+05 / 2.14e+05 4.91e+04 / 4.91e+04 1.41e+05 / 1.41e+05 1.02 / 1.02 PS_3_1_21 6.82e+05 / 6.82e+05 2.39e+05 / 2.39e+05 3.61e+05 / 3.61e+05 1.04 / 1.04 PS_3_1_22 4.93e+05 / 4.93e+05 1.74e+05 / 1.74e+05 2.58e+05 / 2.58e+05 1.05 / 1.05 PS_3_1_23 3.52e+05 / 3.52e+05 8.70e+04 / 8.70e+04 2.24e+05 / 2.24e+05 1.02 / 1.02 PS_3_1_24 3.75e+05 / 3.75e+05 9.50e+04 / 9.50e+04 2.35e+05 / 2.35e+05 1.03 / 1.03 PS_3_1_25 5.51e+05 / 5.51e+05 1.87e+05 / 1.87e+05 2.98e+05 / 2.98e+05 1.04 / 1.04 PS_3_1_26 4.52e+05 / 4.52e+05 1.31e+05 / 1.31e+05 2.64e+05 / 2.64e+05 1.04 / 1.04 PS_3_1_27 4.27e+05 / 4.27e+05 1.66e+05 / 1.66e+05 2.07e+05 / 2.07e+05 1.05 / 1.05 PS_3_1_28 4.44e+05 / 4.44e+05 1.75e+05 / 1.75e+05 2.16e+05 / 2.16e+05 1.04 / 1.04 PS_3_1_29 2.65e+05 / 2.65e+05 6.50e+04 / 6.50e+04 1.69e+05 / 1.69e+05 1.02 / 1.02 PS_3_1_30 3.82e+05 / 3.82e+05 9.40e+04 / 9.40e+04 2.45e+05 / 2.45e+05 1.02 / 1.02 PS_3_1_31 5.35e+05 / 5.35e+05 1.35e+05 / 1.35e+05 3.37e+05 / 3.37e+05 1.03 / 1.03 PS_3_1_32 4.02e+05 / 4.02e+05 1.16e+05 / 1.16e+05 2.37e+05 / 2.37e+05 1.04 / 1.04 PS_3_1_33 1.94e+05 / 1.94e+05 3.85e+04 / 3.85e+04 1.34e+05 / 1.34e+05 1.02 / 1.02 PS_3_1_34 2.60e+05 / 2.60e+05 5.35e+04 / 5.35e+04 1.77e+05 / 1.77e+05 1.02 / 1.02 PS_3_1_35 4.20e+05 / 4.20e+05 1.05e+05 / 1.05e+05 2.66e+05 / 2.66e+05 1.03 / 1.03 PS_3_1_36 3.77e+05 / 3.77e+05 1.13e+05 / 1.13e+05 2.22e+05 / 2.22e+05 1.02 / 1.02 PS_3_1_37 2.61e+05 / 2.61e+05 4.36e+04 / 4.36e+04 1.89e+05 / 1.89e+05 1.01 / 1.01
B-84 PS_3_1_38 5.02e+05 / 5.02e+05 1.88e+05 / 1.88e+05 2.55e+05 / 2.55e+05 1.03 / 1.03 PS_3_1_39 5.84e+05 / 5.84e+05 2.09e+05 / 2.09e+05 3.01e+05 / 3.01e+05 1.05 / 1.05 PS_3_1_40 2.85e+05 / 2.85e+05 8.40e+04 / 8.40e+04 1.69e+05 / 1.69e+05 1.02 / 1.02 PS_3_1_41 2.18e+05 / 2.18e+05 4.05e+04 / 4.05e+04 1.53e+05 / 1.53e+05 1.02 / 1.02 PS_3_1_42 1.95e+05 / 1.95e+05 3.63e+04 / 3.63e+04 1.37e+05 / 1.37e+05 1.02 / 1.02 PS_3_1_43 4.21e+05 / 4.21e+05 1.11e+05 / 1.11e+05 2.56e+05 / 2.56e+05 1.04 / 1.04 PS_3_1_44 2.32e+05 / 2.32e+05 4.74e+04 / 4.74e+04 1.57e+05 / 1.57e+05 1.03 / 1.03 PS_3_1_45 4.99e+05 / 4.99e+05 1.68e+05 / 1.68e+05 2.73e+05 / 2.73e+05 1.03 / 1.03 PS_3_1_46 3.26e+05 / 3.26e+05 1.07e+05 / 1.07e+05 1.79e+05 / 1.79e+05 1.04 / 1.04 PS_3_1_47 2.36e+05 / 2.36e+05 6.85e+04 / 6.85e+04 1.41e+05 / 1.41e+05 1.02 / 1.02 PS_3_1_48 5.44e+05 / 5.44e+05 1.99e+05 / 1.99e+05 2.77e+05 / 2.77e+05 1.05 / 1.05 PS_3_1_49 2.90e+05 / 2.90e+05 7.62e+04 / 7.62e+04 1.81e+05 / 1.81e+05 1.02 / 1.02 PS_3_1_50 3.71e+05 / 3.71e+05 1.23e+05 / 1.23e+05 2.03e+05 / 2.03e+05 1.04 / 1.04 PS_3_1_51 2.03e+05 / 2.03e+05 5.31e+04 / 5.31e+04 1.26e+05 / 1.26e+05 1.03 / 1.03 PS_3_1_52 6.00e+05 / 6.00e+05 2.05e+05 / 2.05e+05 3.21e+05 / 3.21e+05 1.05 / 1.05 PS_3_1_53 4.30e+05 / 4.30e+05 1.58e+05 / 1.58e+05 2.22e+05 / 2.22e+05 1.03 / 1.03 PS_3_1_54 5.35e+05 / 5.35e+05 1.72e+05 / 1.72e+05 3.00e+05 / 3.00e+05 1.03 / 1.03 PS_3_1_55 6.26e+05 / 6.26e+05 2.07e+05 / 2.07e+05 3.46e+05 / 3.46e+05 1.03 / 1.03 PS_3_1_56 3.97e+05 / 3.97e+05 8.22e+04 / 8.22e+04 2.67e+05 / 2.67e+05 1.03 / 1.03 PS_3_1_57 3.68e+05 / 3.68e+05 1.28e+05 / 1.28e+05 1.94e+05 / 1.94e+05 1.05 / 1.05 PS_3_1_58 5.53e+05 / 5.53e+05 1.89e+05 / 1.89e+05 2.96e+05 / 2.96e+05 1.04 / 1.04 PS_3_1_59 5.50e+05 / 5.50e+05 1.72e+05 / 1.72e+05 3.12e+05 / 3.12e+05 1.03 / 1.03 PS_3_1_60 2.98e+05 / 2.98e+05 6.14e+04 / 6.14e+04 2.02e+05 / 2.02e+05 1.02 / 1.02 PS_3_1_61 3.41e+05 / 3.41e+05 9.07e+04 / 9.07e+04 2.11e+05 / 2.11e+05 1.03 / 1.03 PS_3_1_62 3.93e+05 / 3.93e+05 9.69e+04 / 9.69e+04 2.49e+05 / 2.49e+05 1.03 / 1.03 PS_3_1_63 2.84e+05 / 2.84e+05 7.80e+04 / 7.80e+04 1.72e+05 / 1.72e+05 1.03 / 1.03 PS_3_1_64 3.55e+05 / 3.55e+05 1.04e+05 / 1.04e+05 2.09e+05 / 2.09e+05 1.03 / 1.03 PS_3_1_65 3.36e+05 / 3.36e+05 8.57e+04 / 8.57e+04 2.09e+05 / 2.09e+05 1.04 / 1.04 PS_3_1_66 3.26e+05 / 3.26e+05 1.05e+05 / 1.05e+05 1.82e+05 / 1.82e+05 1.04 / 1.04 PS_3_1_67 4.05e+05 / 4.05e+05 1.17e+05 / 1.17e+05 2.39e+05 / 2.39e+05 1.04 / 1.04 PS_3_1_68 5.35e+05 / 5.35e+05 1.62e+05 / 1.62e+05 3.03e+05 / 3.03e+05 1.05 / 1.05 PS_3_1_69 2.48e+05 / 2.48e+05 5.82e+04 / 5.82e+04 1.61e+05 / 1.61e+05 1.03 / 1.03 PS_3_1_70 2.94e+05 / 2.94e+05 7.44e+04 / 7.44e+04 1.85e+05 / 1.85e+05 1.03 / 1.03 PS_3_1_71 3.49e+05 / 3.49e+05 6.65e+04 / 6.65e+04 2.44e+05 / 2.44e+05 1.02 / 1.02 PS_3_1_72 4.91e+05 / 4.91e+05 1.57e+05 / 1.57e+05 2.73e+05 / 2.73e+05 1.04 / 1.04 PS_3_1_73 4.57e+05 / 4.57e+05 1.34e+05 / 1.34e+05 2.68e+05 / 2.68e+05 1.04 / 1.04 PS_3_1_74 5.48e+05 / 5.48e+05 1.92e+05 / 1.92e+05 2.93e+05 / 2.93e+05 1.03 / 1.03 PS_3_1_75 2.49e+05 / 2.49e+05 5.67e+04 / 5.67e+04 1.62e+05 / 1.62e+05 1.03 / 1.03 PS_3_1_76 5.19e+05 / 5.19e+05 1.66e+05 / 1.66e+05 2.92e+05 / 2.92e+05 1.03 / 1.03 PS_3_1_77 2.76e+05 / 2.76e+05 4.66e+04 / 4.66e+04 1.97e+05 / 1.97e+05 1.02 / 1.02 PS_3_1_78 5.06e+05 / 5.06e+05 1.47e+05 / 1.47e+05 2.98e+05 / 2.98e+05 1.03 / 1.03 PS_3_1_79 3.12e+05 / 3.12e+05 5.65e+04 / 5.65e+04 2.20e+05 / 2.20e+05 1.02 / 1.02 PS_3_1_80 3.81e+05 / 3.81e+05 1.07e+05 / 1.07e+05 2.30e+05 / 2.30e+05 1.03 / 1.03 PS_3_1_81 4.45e+05 / 4.45e+05 1.25e+05 / 1.25e+05 2.67e+05 / 2.67e+05 1.03 / 1.03 PS_3_1_82 2.87e+05 / 2.87e+05 9.31e+04 / 9.31e+04 1.61e+05 / 1.61e+05 1.03 / 1.03 PS_3_1_83 3.70e+05 / 3.70e+05 9.97e+04 / 9.97e+04 2.27e+05 / 2.27e+05 1.03 / 1.03
B-85 PS_3_1_84 2.97e+05 / 2.97e+05 5.42e+04 / 5.42e+04 2.09e+05 / 2.09e+05 1.02 / 1.02 PS_3_1_85 3.47e+05 / 3.47e+05 8.44e+04 / 8.44e+04 2.23e+05 / 2.23e+05 1.02 / 1.02 PS_3_1_86 3.43e+05 / 3.43e+05 7.34e+04 / 7.34e+04 2.31e+05 / 2.31e+05 1.02 / 1.02 PS_3_1_87 2.14e+05 / 2.14e+05 5.09e+04 / 5.09e+04 1.39e+05 / 1.39e+05 1.02 / 1.02 PS_3_1_88 2.85e+05 / 2.85e+05 6.72e+04 / 6.72e+04 1.86e+05 / 1.86e+05 1.02 / 1.02 PS_3_1_89 4.30e+05 / 4.30e+05 1.63e+05 / 1.63e+05 2.17e+05 / 2.17e+05 1.03 / 1.03 PS_3_1_90 2.94e+05 / 2.94e+05 8.72e+04 / 8.72e+04 1.71e+05 / 1.71e+05 1.04 / 1.04 PS_3_1_91 3.53e+05 / 3.53e+05 9.73e+04 / 9.73e+04 2.13e+05 / 2.13e+05 1.04 / 1.04 PS_3_1_92 3.02e+05 / 3.02e+05 7.44e+04 / 7.44e+04 1.91e+05 / 1.91e+05 1.04 / 1.04 PS_3_1_93 5.36e+05 / 5.36e+05 1.74e+05 / 1.74e+05 2.99e+05 / 2.99e+05 1.03 / 1.03 PS_3_1_94 3.70e+05 / 3.70e+05 8.52e+04 / 8.52e+04 2.41e+05 / 2.41e+05 1.03 / 1.03 PS_3_1_95 2.98e+05 / 2.98e+05 9.49e+04 / 9.49e+04 1.68e+05 / 1.68e+05 1.03 / 1.03 PS_3_1_96 2.48e+05 / 2.48e+05 4.61e+04 / 4.61e+04 1.73e+05 / 1.73e+05 1.02 / 1.02 PS_3_1_97 3.29e+05 / 3.29e+05 8.52e+04 / 8.52e+04 2.05e+05 / 2.05e+05 1.03 / 1.03 PS_3_1_98 2.95e+05 / 2.95e+05 5.82e+04 / 5.82e+04 2.04e+05 / 2.04e+05 1.02 / 1.02 PS_3_1_99 2.61e+05 / 2.61e+05 5.78e+04 / 5.78e+04 1.73e+05 / 1.73e+05 1.02 / 1.02 PS_3_1_100 5.61e+05 / 5.61e+05 1.89e+05 / 1.89e+05 3.03e+05 / 3.03e+05 1.05 / 1.05 Table 34 - Strength I Shear - SLG Demands & Rating - Three-Span PS Suite 2 Bridge ID Vn [lb.] Int/Ext Factored DC1 + DC2 [lb.] Int/Ext Factored LL [lb.] Int/Ext St1V Inventory Rating Int/Ext PS_3_2_1 3.24e+05 / 3.24e+05 7.31e+04 / 7.31e+04 2.12e+05 / 2.12e+05 1.03 / 1.03 PS_3_2_2 1.77e+05 / 1.77e+05 3.72e+04 / 3.72e+04 1.19e+05 / 1.19e+05 1.02 / 1.02 PS_3_2_3 2.61e+05 / 2.61e+05 4.52e+04 / 4.52e+04 1.86e+05 / 1.86e+05 1.02 / 1.02 PS_3_2_4 4.09e+05 / 4.09e+05 1.16e+05 / 1.16e+05 2.44e+05 / 2.44e+05 1.03 / 1.03 PS_3_2_5 4.76e+05 / 4.76e+05 1.56e+05 / 1.56e+05 2.65e+05 / 2.65e+05 1.03 / 1.03 PS_3_2_6 2.72e+05 / 2.72e+05 7.95e+04 / 7.95e+04 1.62e+05 / 1.62e+05 1.02 / 1.02 PS_3_2_7 4.75e+05 / 4.75e+05 1.62e+05 / 1.62e+05 2.58e+05 / 2.58e+05 1.03 / 1.03 PS_3_2_8 4.94e+05 / 4.94e+05 1.80e+05 / 1.80e+05 2.52e+05 / 2.52e+05 1.05 / 1.05 PS_3_2_9 2.10e+05 / 2.10e+05 3.84e+04 / 3.84e+04 1.48e+05 / 1.48e+05 1.02 / 1.02 PS_3_2_10 3.89e+05 / 3.89e+05 1.33e+05 / 1.33e+05 2.11e+05 / 2.11e+05 1.03 / 1.03 PS_3_2_11 3.54e+05 / 3.54e+05 8.86e+04 / 8.86e+04 2.26e+05 / 2.26e+05 1.02 / 1.02 PS_3_2_12 2.00e+05 / 2.00e+05 4.11e+04 / 4.11e+04 1.37e+05 / 1.37e+05 1.02 / 1.02 PS_3_2_13 2.56e+05 / 2.56e+05 5.91e+04 / 5.91e+04 1.67e+05 / 1.67e+05 1.02 / 1.02 PS_3_2_14 2.61e+05 / 2.61e+05 6.57e+04 / 6.57e+04 1.66e+05 / 1.66e+05 1.02 / 1.02 PS_3_2_15 3.39e+05 / 3.39e+05 1.14e+05 / 1.14e+05 1.86e+05 / 1.86e+05 1.03 / 1.03 PS_3_2_16 4.56e+05 / 4.56e+05 1.23e+05 / 1.23e+05 2.80e+05 / 2.80e+05 1.02 / 1.02 PS_3_2_17 3.13e+05 / 3.13e+05 5.19e+04 / 5.19e+04 2.25e+05 / 2.25e+05 1.02 / 1.02 PS_3_2_18 5.36e+05 / 5.36e+05 1.76e+05 / 1.76e+05 2.90e+05 / 2.90e+05 1.06 / 1.06 PS_3_2_19 4.15e+05 / 4.15e+05 1.16e+05 / 1.16e+05 2.49e+05 / 2.49e+05 1.04 / 1.04 PS_3_2_20 3.08e+05 / 3.08e+05 6.89e+04 / 6.89e+04 2.04e+05 / 2.04e+05 1.02 / 1.02 PS_3_2_21 4.08e+05 / 4.08e+05 1.30e+05 / 1.30e+05 2.30e+05 / 2.30e+05 1.03 / 1.03
B-86 PS_3_2_22 3.37e+05 / 3.37e+05 6.89e+04 / 6.89e+04 2.30e+05 / 2.30e+05 1.02 / 1.02 PS_3_2_23 3.90e+05 / 3.90e+05 8.41e+04 / 8.41e+04 2.59e+05 / 2.59e+05 1.03 / 1.03 PS_3_2_24 2.72e+05 / 2.72e+05 5.11e+04 / 5.11e+04 1.90e+05 / 1.90e+05 1.02 / 1.02 PS_3_2_25 2.51e+05 / 2.51e+05 6.22e+04 / 6.22e+04 1.59e+05 / 1.59e+05 1.03 / 1.03 PS_3_2_26 2.38e+05 / 2.38e+05 5.81e+04 / 5.81e+04 1.51e+05 / 1.51e+05 1.03 / 1.03 PS_3_2_27 3.41e+05 / 3.41e+05 9.58e+04 / 9.58e+04 2.06e+05 / 2.06e+05 1.02 / 1.02 PS_3_2_28 3.56e+05 / 3.56e+05 9.60e+04 / 9.60e+04 2.19e+05 / 2.19e+05 1.02 / 1.02 PS_3_2_29 3.22e+05 / 3.22e+05 8.81e+04 / 8.81e+04 1.97e+05 / 1.97e+05 1.03 / 1.03 PS_3_2_30 2.09e+05 / 2.09e+05 4.34e+04 / 4.34e+04 1.42e+05 / 1.42e+05 1.02 / 1.02 PS_3_2_31 3.92e+05 / 3.92e+05 1.48e+05 / 1.48e+05 1.97e+05 / 1.97e+05 1.04 / 1.04 PS_3_2_32 2.57e+05 / 2.57e+05 5.78e+04 / 5.78e+04 1.68e+05 / 1.68e+05 1.03 / 1.03 PS_3_2_33 5.00e+05 / 5.00e+05 1.83e+05 / 1.83e+05 2.59e+05 / 2.59e+05 1.03 / 1.03 PS_3_2_34 6.05e+05 / 6.05e+05 2.09e+05 / 2.09e+05 3.23e+05 / 3.23e+05 1.04 / 1.04 PS_3_2_35 2.20e+05 / 2.20e+05 4.98e+04 / 4.98e+04 1.46e+05 / 1.46e+05 1.02 / 1.02 PS_3_2_36 5.86e+05 / 5.86e+05 1.98e+05 / 1.98e+05 3.18e+05 / 3.18e+05 1.03 / 1.03 PS_3_2_37 5.47e+05 / 5.47e+05 1.96e+05 / 1.96e+05 2.87e+05 / 2.87e+05 1.03 / 1.03 PS_3_2_38 3.98e+05 / 3.98e+05 1.06e+05 / 1.06e+05 2.44e+05 / 2.44e+05 1.03 / 1.03 PS_3_2_39 4.11e+05 / 4.11e+05 1.40e+05 / 1.40e+05 2.23e+05 / 2.23e+05 1.03 / 1.03 PS_3_2_40 5.00e+05 / 5.00e+05 1.51e+05 / 1.51e+05 2.89e+05 / 2.89e+05 1.04 / 1.04 PS_3_2_41 2.84e+05 / 2.84e+05 7.15e+04 / 7.15e+04 1.80e+05 / 1.80e+05 1.02 / 1.02 PS_3_2_42 2.96e+05 / 2.96e+05 9.22e+04 / 9.22e+04 1.69e+05 / 1.69e+05 1.03 / 1.03 PS_3_2_43 4.40e+05 / 4.40e+05 1.56e+05 / 1.56e+05 2.34e+05 / 2.34e+05 1.03 / 1.03 PS_3_2_44 5.31e+05 / 5.31e+05 2.00e+05 / 2.00e+05 2.64e+05 / 2.64e+05 1.05 / 1.05 PS_3_2_45 3.22e+05 / 3.22e+05 9.04e+04 / 9.04e+04 1.92e+05 / 1.92e+05 1.03 / 1.03 PS_3_2_46 5.28e+05 / 5.28e+05 1.56e+05 / 1.56e+05 3.09e+05 / 3.09e+05 1.03 / 1.03 PS_3_2_47 6.33e+05 / 6.33e+05 2.15e+05 / 2.15e+05 3.44e+05 / 3.44e+05 1.03 / 1.03 PS_3_2_48 3.93e+05 / 3.93e+05 9.94e+04 / 9.94e+04 2.48e+05 / 2.48e+05 1.03 / 1.03 PS_3_2_49 5.07e+05 / 5.07e+05 1.68e+05 / 1.68e+05 2.81e+05 / 2.81e+05 1.03 / 1.03 PS_3_2_50 3.55e+05 / 3.55e+05 8.58e+04 / 8.58e+04 2.28e+05 / 2.28e+05 1.02 / 1.02 PS_3_2_51 4.82e+05 / 4.82e+05 1.50e+05 / 1.50e+05 2.74e+05 / 2.74e+05 1.03 / 1.03 PS_3_2_52 5.37e+05 / 5.37e+05 1.73e+05 / 1.73e+05 3.01e+05 / 3.01e+05 1.03 / 1.03 PS_3_2_53 3.39e+05 / 3.39e+05 8.05e+04 / 8.05e+04 2.17e+05 / 2.17e+05 1.04 / 1.04 PS_3_2_54 4.82e+05 / 4.82e+05 1.31e+05 / 1.31e+05 2.95e+05 / 2.95e+05 1.03 / 1.03 PS_3_2_55 5.32e+05 / 5.32e+05 1.80e+05 / 1.80e+05 2.86e+05 / 2.86e+05 1.04 / 1.04 PS_3_2_56 2.74e+05 / 2.74e+05 6.48e+04 / 6.48e+04 1.76e+05 / 1.76e+05 1.03 / 1.03 PS_3_2_57 5.64e+05 / 5.64e+05 2.06e+05 / 2.06e+05 2.89e+05 / 2.89e+05 1.04 / 1.04 PS_3_2_58 2.74e+05 / 2.74e+05 5.05e+04 / 5.05e+04 1.92e+05 / 1.92e+05 1.02 / 1.02 PS_3_2_59 4.23e+05 / 4.23e+05 1.52e+05 / 1.52e+05 2.17e+05 / 2.17e+05 1.05 / 1.05 PS_3_2_60 6.31e+05 / 6.31e+05 2.27e+05 / 2.27e+05 3.25e+05 / 3.25e+05 1.05 / 1.05 PS_3_2_61 4.45e+05 / 4.45e+05 1.46e+05 / 1.46e+05 2.44e+05 / 2.44e+05 1.05 / 1.05 PS_3_2_62 3.35e+05 / 3.35e+05 1.09e+05 / 1.09e+05 1.85e+05 / 1.85e+05 1.04 / 1.04 PS_3_2_63 3.85e+05 / 3.85e+05 1.19e+05 / 1.19e+05 2.22e+05 / 2.22e+05 1.03 / 1.03 PS_3_2_64 3.03e+05 / 3.03e+05 9.63e+04 / 9.63e+04 1.70e+05 / 1.70e+05 1.04 / 1.04 PS_3_2_65 4.17e+05 / 4.17e+05 1.16e+05 / 1.16e+05 2.50e+05 / 2.50e+05 1.04 / 1.04 PS_3_2_66 3.20e+05 / 3.20e+05 6.15e+04 / 6.15e+04 2.22e+05 / 2.22e+05 1.02 / 1.02 PS_3_2_67 3.94e+05 / 3.94e+05 1.25e+05 / 1.25e+05 2.25e+05 / 2.25e+05 1.02 / 1.02
B-87 PS_3_2_68 2.82e+05 / 2.82e+05 8.37e+04 / 8.37e+04 1.65e+05 / 1.65e+05 1.03 / 1.03 PS_3_2_69 2.25e+05 / 2.25e+05 5.71e+04 / 5.71e+04 1.42e+05 / 1.42e+05 1.03 / 1.03 PS_3_2_70 3.03e+05 / 3.03e+05 8.49e+04 / 8.49e+04 1.83e+05 / 1.83e+05 1.03 / 1.03 PS_3_2_71 3.18e+05 / 3.18e+05 7.22e+04 / 7.22e+04 2.08e+05 / 2.08e+05 1.03 / 1.03 PS_3_2_72 3.42e+05 / 3.42e+05 1.04e+05 / 1.04e+05 1.97e+05 / 1.97e+05 1.04 / 1.04 PS_3_2_73 3.74e+05 / 3.74e+05 1.05e+05 / 1.05e+05 2.23e+05 / 2.23e+05 1.04 / 1.04 PS_3_2_74 3.47e+05 / 3.47e+05 1.06e+05 / 1.06e+05 1.98e+05 / 1.98e+05 1.04 / 1.04 PS_3_2_75 2.50e+05 / 2.50e+05 4.80e+04 / 4.80e+04 1.74e+05 / 1.74e+05 1.02 / 1.02 PS_3_2_76 4.80e+05 / 4.80e+05 1.44e+05 / 1.44e+05 2.79e+05 / 2.79e+05 1.03 / 1.03 PS_3_2_77 2.39e+05 / 2.39e+05 5.30e+04 / 5.30e+04 1.59e+05 / 1.59e+05 1.02 / 1.02 PS_3_2_78 3.61e+05 / 3.61e+05 7.80e+04 / 7.80e+04 2.42e+05 / 2.42e+05 1.02 / 1.02 PS_3_2_79 3.16e+05 / 3.16e+05 8.09e+04 / 8.09e+04 1.99e+05 / 1.99e+05 1.02 / 1.02 PS_3_2_80 5.89e+05 / 5.89e+05 2.22e+05 / 2.22e+05 2.97e+05 / 2.97e+05 1.04 / 1.04 PS_3_2_81 2.84e+05 / 2.84e+05 5.66e+04 / 5.66e+04 1.95e+05 / 1.95e+05 1.02 / 1.02 PS_3_2_82 3.81e+05 / 3.81e+05 1.39e+05 / 1.39e+05 1.97e+05 / 1.97e+05 1.03 / 1.03 PS_3_2_83 2.79e+05 / 2.79e+05 7.53e+04 / 7.53e+04 1.70e+05 / 1.70e+05 1.03 / 1.03 PS_3_2_84 2.80e+05 / 2.80e+05 5.99e+04 / 5.99e+04 1.89e+05 / 1.89e+05 1.02 / 1.02 PS_3_2_85 5.96e+05 / 5.96e+05 1.86e+05 / 1.86e+05 3.41e+05 / 3.41e+05 1.03 / 1.03 PS_3_2_86 5.16e+05 / 5.16e+05 1.50e+05 / 1.50e+05 3.06e+05 / 3.06e+05 1.03 / 1.03 PS_3_2_87 3.84e+05 / 3.84e+05 1.15e+05 / 1.15e+05 2.22e+05 / 2.22e+05 1.04 / 1.04 PS_3_2_88 4.71e+05 / 4.71e+05 1.82e+05 / 1.82e+05 2.35e+05 / 2.35e+05 1.03 / 1.03 PS_3_2_89 4.43e+05 / 4.43e+05 1.22e+05 / 1.22e+05 2.66e+05 / 2.66e+05 1.04 / 1.04 PS_3_2_90 4.04e+05 / 4.04e+05 1.04e+05 / 1.04e+05 2.54e+05 / 2.54e+05 1.02 / 1.02 PS_3_2_91 2.81e+05 / 2.81e+05 6.00e+04 / 6.00e+04 1.88e+05 / 1.88e+05 1.03 / 1.03 PS_3_2_92 3.56e+05 / 3.56e+05 8.62e+04 / 8.62e+04 2.29e+05 / 2.29e+05 1.02 / 1.02 PS_3_2_93 4.55e+05 / 4.55e+05 1.37e+05 / 1.37e+05 2.65e+05 / 2.65e+05 1.03 / 1.03 PS_3_2_94 4.58e+05 / 4.58e+05 1.37e+05 / 1.37e+05 2.63e+05 / 2.63e+05 1.05 / 1.05 PS_3_2_95 2.80e+05 / 2.80e+05 7.38e+04 / 7.38e+04 1.73e+05 / 1.73e+05 1.03 / 1.03 PS_3_2_96 3.69e+05 / 3.69e+05 8.77e+04 / 8.77e+04 2.37e+05 / 2.37e+05 1.03 / 1.03 PS_3_2_97 2.21e+05 / 2.21e+05 3.74e+04 / 3.74e+04 1.59e+05 / 1.59e+05 1.02 / 1.02 PS_3_2_98 2.63e+05 / 2.63e+05 4.98e+04 / 4.98e+04 1.82e+05 / 1.82e+05 1.03 / 1.03 PS_3_2_99 3.46e+05 / 3.46e+05 9.63e+04 / 9.63e+04 2.07e+05 / 2.07e+05 1.04 / 1.04 PS_3_2_100 5.87e+05 / 5.87e+05 2.09e+05 / 2.09e+05 3.07e+05 / 3.07e+05 1.04 / 1.04
B-88 B.3.5 Service I/III â SLG Demands and Ratings B.3.5.1 Positive Region Table 35 - Service III - SLG Demands & Rating - Three-Span PS Suite 1 Bridge ID Fn (+) [psi] Int/Ext Factored DC1 + DC2 (+) [psi] Int/Ext Factored LL (+) [psi] Int/Ext Sv3 Inventory Rating (+) Int/Ext PS_3_1_1 4.00e+03 / 4.00e+03 3.03e+03 / 3.04e+03 9.01e+02 / 9.26e+02 1.08 / 1.05 PS_3_1_2 2.18e+03 / 2.18e+03 1.46e+03 / 1.46e+03 6.70e+02 / 6.75e+02 1.07 / 1.07 PS_3_1_3 3.30e+03 / 3.30e+03 2.50e+03 / 2.50e+03 7.20e+02 / 7.33e+02 1.12 / 1.09 PS_3_1_4 2.01e+03 / 2.01e+03 1.19e+03 / 1.19e+03 6.66e+02 / 6.71e+02 1.23 / 1.22 PS_3_1_5 2.93e+03 / 2.93e+03 2.00e+03 / 2.00e+03 8.55e+02 / 8.67e+02 1.09 / 1.07 PS_3_1_6 3.19e+03 / 3.19e+03 2.40e+03 / 2.40e+03 6.47e+02 / 6.57e+02 1.22 / 1.21 PS_3_1_7 3.56e+03 / 3.56e+03 2.62e+03 / 2.63e+03 8.70e+02 / 8.85e+02 1.08 / 1.06 PS_3_1_8 2.97e+03 / 2.97e+03 2.17e+03 / 2.17e+03 7.89e+02 / 7.89e+02 1.01 / 1.01 PS_3_1_9 4.18e+03 / 4.18e+03 3.12e+03 / 3.12e+03 9.99e+02 / 1.03e+03 1.06 / 1.03 PS_3_1_10 1.69e+03 / 1.69e+03 7.37e+02 / 7.38e+02 4.08e+02 / 4.15e+02 2.32 / 2.29 PS_3_1_11 3.55e+03 / 3.55e+03 2.58e+03 / 2.58e+03 8.20e+02 / 8.38e+02 1.18 / 1.15 PS_3_1_12 3.45e+03 / 3.45e+03 2.51e+03 / 2.51e+03 8.46e+02 / 8.68e+02 1.12 / 1.09 PS_3_1_13 3.86e+03 / 3.86e+03 2.90e+03 / 2.90e+03 8.38e+02 / 8.58e+02 1.15 / 1.12 PS_3_1_14 3.07e+03 / 3.07e+03 2.27e+03 / 2.27e+03 7.75e+02 / 7.90e+02 1.04 / 1.01 PS_3_1_15 3.47e+03 / 3.47e+03 2.55e+03 / 2.55e+03 8.71e+02 / 8.87e+02 1.07 / 1.04 PS_3_1_16 3.19e+03 / 3.19e+03 2.17e+03 / 2.17e+03 9.04e+02 / 9.23e+02 1.12 / 1.10 PS_3_1_17 2.82e+03 / 2.82e+03 2.00e+03 / 2.00e+03 6.53e+02 / 6.64e+02 1.25 / 1.23 PS_3_1_18 3.58e+03 / 3.58e+03 2.35e+03 / 2.36e+03 1.07e+03 / 1.09e+03 1.15 / 1.12 PS_3_1_19 3.05e+03 / 3.05e+03 2.30e+03 / 2.30e+03 6.90e+02 / 6.92e+02 1.09 / 1.09 PS_3_1_20 2.36e+03 / 2.36e+03 1.55e+03 / 1.55e+03 7.35e+02 / 7.47e+02 1.10 / 1.08 PS_3_1_21 4.23e+03 / 4.23e+03 3.38e+03 / 3.38e+03 8.08e+02 / 8.32e+02 1.05 / 1.02 PS_3_1_22 3.92e+03 / 3.92e+03 2.93e+03 / 2.94e+03 9.27e+02 / 9.49e+02 1.06 / 1.03 PS_3_1_23 3.60e+03 / 3.60e+03 2.40e+03 / 2.40e+03 1.16e+03 / 1.19e+03 1.03 / 1.00 PS_3_1_24 2.98e+03 / 2.98e+03 2.04e+03 / 2.04e+03 8.77e+02 / 9.02e+02 1.07 / 1.03 PS_3_1_25 3.63e+03 / 3.63e+03 2.78e+03 / 2.78e+03 8.19e+02 / 8.41e+02 1.04 / 1.01 PS_3_1_26 4.32e+03 / 4.32e+03 3.07e+03 / 3.08e+03 1.16e+03 / 1.19e+03 1.07 / 1.04 PS_3_1_27 3.04e+03 / 3.04e+03 2.31e+03 / 2.31e+03 6.49e+02 / 6.56e+02 1.12 / 1.11 PS_3_1_28 3.04e+03 / 3.04e+03 2.39e+03 / 2.39e+03 6.15e+02 / 6.22e+02 1.05 / 1.04 PS_3_1_29 2.68e+03 / 2.68e+03 1.63e+03 / 1.63e+03 8.48e+02 / 8.67e+02 1.23 / 1.20 PS_3_1_30 3.77e+03 / 3.77e+03 2.52e+03 / 2.53e+03 1.15e+03 / 1.18e+03 1.08 / 1.05 PS_3_1_31 4.13e+03 / 4.13e+03 3.01e+03 / 3.01e+03 9.66e+02 / 9.92e+02 1.15 / 1.12 PS_3_1_32 3.60e+03 / 3.60e+03 2.46e+03 / 2.46e+03 9.71e+02 / 9.95e+02 1.18 / 1.15 PS_3_1_33 1.98e+03 / 1.98e+03 9.28e+02 / 9.29e+02 6.33e+02 / 6.47e+02 1.66 / 1.62 PS_3_1_34 2.34e+03 / 2.34e+03 1.53e+03 / 1.53e+03 7.71e+02 / 7.94e+02 1.06 / 1.02
B-89 PS_3_1_35 3.35e+03 / 3.35e+03 2.30e+03 / 2.30e+03 8.64e+02 / 8.89e+02 1.21 / 1.18 PS_3_1_36 2.91e+03 / 2.91e+03 2.19e+03 / 2.19e+03 6.41e+02 / 6.47e+02 1.13 / 1.12 PS_3_1_37 1.97e+03 / 1.97e+03 9.58e+02 / 9.59e+02 6.01e+02 / 6.22e+02 1.69 / 1.63 PS_3_1_38 3.38e+03 / 3.38e+03 2.63e+03 / 2.64e+03 7.15e+02 / 7.29e+02 1.04 / 1.02 PS_3_1_39 3.79e+03 / 3.79e+03 2.86e+03 / 2.86e+03 8.94e+02 / 9.19e+02 1.04 / 1.00 PS_3_1_40 3.02e+03 / 3.02e+03 2.13e+03 / 2.13e+03 8.57e+02 / 8.66e+02 1.05 / 1.04 PS_3_1_41 1.70e+03 / 1.70e+03 9.69e+02 / 9.69e+02 5.59e+02 / 5.73e+02 1.31 / 1.28 PS_3_1_42 1.71e+03 / 1.71e+03 9.52e+02 / 9.52e+02 4.94e+02 / 4.95e+02 1.53 / 1.52 PS_3_1_43 3.75e+03 / 3.75e+03 2.61e+03 / 2.62e+03 1.10e+03 / 1.14e+03 1.03 / 1.00 PS_3_1_44 2.32e+03 / 2.32e+03 1.32e+03 / 1.32e+03 7.76e+02 / 7.98e+02 1.30 / 1.26 PS_3_1_45 3.58e+03 / 3.58e+03 2.70e+03 / 2.70e+03 7.79e+02 / 7.96e+02 1.13 / 1.10 PS_3_1_46 2.92e+03 / 2.92e+03 2.13e+03 / 2.13e+03 7.70e+02 / 7.73e+02 1.02 / 1.01 PS_3_1_47 2.28e+03 / 2.28e+03 1.52e+03 / 1.52e+03 7.13e+02 / 7.15e+02 1.07 / 1.07 PS_3_1_48 3.49e+03 / 3.49e+03 2.68e+03 / 2.69e+03 7.53e+02 / 7.71e+02 1.07 / 1.04 PS_3_1_49 3.17e+03 / 3.17e+03 2.13e+03 / 2.13e+03 9.69e+02 / 9.92e+02 1.08 / 1.05 PS_3_1_50 3.48e+03 / 3.48e+03 2.56e+03 / 2.56e+03 8.37e+02 / 8.48e+02 1.11 / 1.09 PS_3_1_51 2.11e+03 / 2.11e+03 1.33e+03 / 1.33e+03 7.00e+02 / 7.02e+02 1.12 / 1.11 PS_3_1_52 4.55e+03 / 4.55e+03 3.45e+03 / 3.45e+03 1.03e+03 / 1.05e+03 1.08 / 1.05 PS_3_1_53 3.15e+03 / 3.15e+03 2.31e+03 / 2.31e+03 7.06e+02 / 7.17e+02 1.19 / 1.17 PS_3_1_54 4.20e+03 / 4.20e+03 3.14e+03 / 3.15e+03 9.88e+02 / 1.01e+03 1.06 / 1.03 PS_3_1_55 4.06e+03 / 4.06e+03 3.11e+03 / 3.11e+03 8.54e+02 / 8.77e+02 1.11 / 1.08 PS_3_1_56 2.88e+03 / 2.88e+03 1.91e+03 / 1.91e+03 7.60e+02 / 7.84e+02 1.28 / 1.24 PS_3_1_57 3.03e+03 / 3.03e+03 2.29e+03 / 2.29e+03 7.22e+02 / 7.28e+02 1.03 / 1.02 PS_3_1_58 3.77e+03 / 3.77e+03 2.88e+03 / 2.88e+03 7.88e+02 / 8.08e+02 1.12 / 1.09 PS_3_1_59 4.17e+03 / 4.17e+03 3.04e+03 / 3.04e+03 1.09e+03 / 1.12e+03 1.04 / 1.01 PS_3_1_60 2.90e+03 / 2.90e+03 1.92e+03 / 1.92e+03 9.19e+02 / 9.51e+02 1.07 / 1.03 PS_3_1_61 2.93e+03 / 2.93e+03 1.99e+03 / 1.99e+03 8.04e+02 / 8.23e+02 1.17 / 1.14 PS_3_1_62 3.43e+03 / 3.43e+03 2.40e+03 / 2.40e+03 9.95e+02 / 1.02e+03 1.04 / 1.01 PS_3_1_63 2.74e+03 / 2.74e+03 1.76e+03 / 1.76e+03 7.78e+02 / 7.90e+02 1.25 / 1.23 PS_3_1_64 3.79e+03 / 3.79e+03 2.67e+03 / 2.67e+03 1.05e+03 / 1.07e+03 1.07 / 1.04 PS_3_1_65 2.76e+03 / 2.76e+03 1.99e+03 / 1.99e+03 7.02e+02 / 7.14e+02 1.09 / 1.07 PS_3_1_66 2.90e+03 / 2.90e+03 2.02e+03 / 2.02e+03 7.41e+02 / 7.47e+02 1.19 / 1.18 PS_3_1_67 3.60e+03 / 3.60e+03 2.46e+03 / 2.46e+03 9.75e+02 / 1.00e+03 1.17 / 1.14 PS_3_1_68 4.10e+03 / 4.10e+03 2.85e+03 / 2.85e+03 1.11e+03 / 1.14e+03 1.12 / 1.09 PS_3_1_69 2.10e+03 / 2.10e+03 1.31e+03 / 1.31e+03 7.52e+02 / 7.70e+02 1.05 / 1.02 PS_3_1_70 2.98e+03 / 2.98e+03 2.10e+03 / 2.10e+03 8.46e+02 / 8.62e+02 1.04 / 1.02 PS_3_1_71 2.90e+03 / 2.90e+03 1.97e+03 / 1.97e+03 8.11e+02 / 8.40e+02 1.14 / 1.10 PS_3_1_72 3.25e+03 / 3.25e+03 2.50e+03 / 2.50e+03 6.97e+02 / 7.12e+02 1.07 / 1.05 PS_3_1_73 4.31e+03 / 4.31e+03 3.08e+03 / 3.08e+03 1.14e+03 / 1.17e+03 1.08 / 1.05 PS_3_1_74 3.38e+03 / 3.38e+03 2.66e+03 / 2.66e+03 6.08e+02 / 6.21e+02 1.18 / 1.15 PS_3_1_75 2.10e+03 / 2.10e+03 1.30e+03 / 1.31e+03 6.43e+02 / 6.54e+02 1.24 / 1.22 PS_3_1_76 4.17e+03 / 4.17e+03 3.00e+03 / 3.01e+03 1.14e+03 / 1.17e+03 1.03 / 1.00 PS_3_1_77 1.99e+03 / 1.99e+03 1.19e+03 / 1.19e+03 6.65e+02 / 6.87e+02 1.21 / 1.17 PS_3_1_78 4.13e+03 / 4.13e+03 2.97e+03 / 2.98e+03 1.06e+03 / 1.09e+03 1.09 / 1.06 PS_3_1_79 2.63e+03 / 2.63e+03 1.51e+03 / 1.51e+03 8.55e+02 / 8.84e+02 1.32 / 1.27 PS_3_1_80 3.78e+03 / 3.78e+03 2.67e+03 / 2.67e+03 1.08e+03 / 1.11e+03 1.03 / 1.00
B-90 PS_3_1_81 3.86e+03 / 3.86e+03 2.87e+03 / 2.87e+03 9.41e+02 / 9.63e+02 1.05 / 1.03 PS_3_1_82 2.82e+03 / 2.82e+03 1.97e+03 / 1.97e+03 7.50e+02 / 7.54e+02 1.14 / 1.14 PS_3_1_83 3.02e+03 / 3.02e+03 2.19e+03 / 2.19e+03 7.05e+02 / 7.14e+02 1.18 / 1.17 PS_3_1_84 2.32e+03 / 2.32e+03 1.37e+03 / 1.38e+03 7.13e+02 / 7.39e+02 1.33 / 1.28 PS_3_1_85 3.35e+03 / 3.35e+03 2.23e+03 / 2.23e+03 1.03e+03 / 1.06e+03 1.09 / 1.05 PS_3_1_86 2.68e+03 / 2.68e+03 1.79e+03 / 1.80e+03 8.42e+02 / 8.67e+02 1.06 / 1.02 PS_3_1_87 1.84e+03 / 1.84e+03 1.09e+03 / 1.09e+03 5.23e+02 / 5.27e+02 1.43 / 1.42 PS_3_1_88 2.41e+03 / 2.41e+03 1.59e+03 / 1.59e+03 7.76e+02 / 7.96e+02 1.06 / 1.03 PS_3_1_89 2.88e+03 / 2.88e+03 2.19e+03 / 2.19e+03 5.78e+02 / 5.83e+02 1.20 / 1.19 PS_3_1_90 3.22e+03 / 3.22e+03 2.28e+03 / 2.28e+03 8.86e+02 / 8.96e+02 1.07 / 1.05 PS_3_1_91 3.42e+03 / 3.42e+03 2.36e+03 / 2.36e+03 9.99e+02 / 1.02e+03 1.07 / 1.04 PS_3_1_92 2.88e+03 / 2.88e+03 1.81e+03 / 1.81e+03 8.75e+02 / 9.01e+02 1.23 / 1.19 PS_3_1_93 3.72e+03 / 3.72e+03 2.82e+03 / 2.82e+03 7.58e+02 / 7.77e+02 1.19 / 1.16 PS_3_1_94 3.17e+03 / 3.17e+03 2.25e+03 / 2.26e+03 8.79e+02 / 9.05e+02 1.04 / 1.01 PS_3_1_95 3.01e+03 / 3.01e+03 2.06e+03 / 2.06e+03 7.88e+02 / 7.93e+02 1.21 / 1.20 PS_3_1_96 1.98e+03 / 1.98e+03 1.07e+03 / 1.07e+03 7.26e+02 / 7.51e+02 1.25 / 1.21 PS_3_1_97 3.03e+03 / 3.03e+03 2.16e+03 / 2.16e+03 8.38e+02 / 8.50e+02 1.03 / 1.01 PS_3_1_98 2.67e+03 / 2.67e+03 1.75e+03 / 1.75e+03 8.56e+02 / 8.85e+02 1.07 / 1.03 PS_3_1_99 2.09e+03 / 2.09e+03 1.25e+03 / 1.25e+03 6.09e+02 / 6.22e+02 1.38 / 1.35 PS_3_1_100 4.13e+03 / 4.13e+03 3.04e+03 / 3.04e+03 9.57e+02 / 9.83e+02 1.15 / 1.11 Table 36 - Service III - SLG Demands & Rating - Three-Span PS Suite 2 Bridge ID Fn (+) [psi] Int/Ext Factored DC1 + DC2 (+) [psi] Int/Ext Factored LL (+) [psi] Int/Ext Sv3 Inventory Rating (+) Int/Ext PS_3_2_1 2.66e+03 / 2.66e+03 1.66e+03 / 1.66e+03 9.42e+02 / 9.70e+02 1.07 / 1.03 PS_3_2_2 1.71e+03 / 1.71e+03 9.79e+02 / 9.79e+02 5.75e+02 / 5.79e+02 1.27 / 1.26 PS_3_2_3 1.99e+03 / 1.99e+03 1.16e+03 / 1.16e+03 6.49e+02 / 6.68e+02 1.28 / 1.24 PS_3_2_4 3.95e+03 / 3.95e+03 2.73e+03 / 2.73e+03 1.10e+03 / 1.13e+03 1.11 / 1.07 PS_3_2_5 3.26e+03 / 3.26e+03 2.52e+03 / 2.52e+03 6.36e+02 / 6.47e+02 1.17 / 1.15 PS_3_2_6 2.75e+03 / 2.75e+03 1.83e+03 / 1.83e+03 7.48e+02 / 7.57e+02 1.22 / 1.21 PS_3_2_7 3.46e+03 / 3.46e+03 2.68e+03 / 2.68e+03 7.31e+02 / 7.44e+02 1.07 / 1.05 PS_3_2_8 3.21e+03 / 3.21e+03 2.44e+03 / 2.44e+03 7.24e+02 / 7.39e+02 1.07 / 1.05 PS_3_2_9 1.69e+03 / 1.69e+03 8.50e+02 / 8.50e+02 5.05e+02 / 5.17e+02 1.67 / 1.63 PS_3_2_10 3.22e+03 / 3.22e+03 2.46e+03 / 2.46e+03 7.24e+02 / 7.31e+02 1.05 / 1.04 PS_3_2_11 2.97e+03 / 2.97e+03 2.15e+03 / 2.15e+03 6.99e+02 / 7.10e+02 1.17 / 1.15 PS_3_2_12 2.00e+03 / 2.00e+03 1.12e+03 / 1.12e+03 6.46e+02 / 6.57e+02 1.36 / 1.33 PS_3_2_13 2.10e+03 / 2.10e+03 1.35e+03 / 1.35e+03 6.50e+02 / 6.63e+02 1.16 / 1.14 PS_3_2_14 1.99e+03 / 1.99e+03 1.39e+03 / 1.39e+03 5.74e+02 / 5.75e+02 1.04 / 1.04 PS_3_2_15 3.15e+03 / 3.15e+03 2.31e+03 / 2.31e+03 7.92e+02 / 7.97e+02 1.06 / 1.05 PS_3_2_16 3.78e+03 / 3.78e+03 2.69e+03 / 2.69e+03 1.00e+03 / 1.03e+03 1.08 / 1.05 PS_3_2_17 1.99e+03 / 1.99e+03 1.19e+03 / 1.19e+03 5.90e+02 / 6.12e+02 1.34 / 1.29 PS_3_2_18 4.30e+03 / 4.30e+03 3.15e+03 / 3.16e+03 1.05e+03 / 1.08e+03 1.09 / 1.06
B-91 PS_3_2_19 3.46e+03 / 3.46e+03 2.48e+03 / 2.48e+03 9.14e+02 / 9.36e+02 1.07 / 1.05 PS_3_2_20 3.38e+03 / 3.38e+03 2.18e+03 / 2.19e+03 1.05e+03 / 1.08e+03 1.14 / 1.10 PS_3_2_21 3.65e+03 / 3.65e+03 2.59e+03 / 2.59e+03 9.29e+02 / 9.48e+02 1.15 / 1.12 PS_3_2_22 2.41e+03 / 2.41e+03 1.60e+03 / 1.60e+03 7.77e+02 / 8.00e+02 1.04 / 1.01 PS_3_2_23 3.38e+03 / 3.38e+03 2.40e+03 / 2.40e+03 8.81e+02 / 9.07e+02 1.12 / 1.08 PS_3_2_24 2.30e+03 / 2.30e+03 1.19e+03 / 1.20e+03 7.63e+02 / 7.90e+02 1.45 / 1.40 PS_3_2_25 2.69e+03 / 2.69e+03 1.65e+03 / 1.66e+03 8.28e+02 / 8.41e+02 1.25 / 1.23 PS_3_2_26 2.41e+03 / 2.41e+03 1.46e+03 / 1.46e+03 7.59e+02 / 7.70e+02 1.25 / 1.23 PS_3_2_27 2.99e+03 / 2.99e+03 1.98e+03 / 1.98e+03 8.27e+02 / 8.41e+02 1.22 / 1.20 PS_3_2_28 3.17e+03 / 3.17e+03 2.13e+03 / 2.13e+03 9.32e+02 / 9.57e+02 1.11 / 1.08 PS_3_2_29 2.94e+03 / 2.94e+03 2.01e+03 / 2.01e+03 8.83e+02 / 9.03e+02 1.05 / 1.03 PS_3_2_30 2.02e+03 / 2.02e+03 1.36e+03 / 1.36e+03 6.64e+02 / 6.66e+02 1.00 / 1.00 PS_3_2_31 3.25e+03 / 3.25e+03 2.41e+03 / 2.41e+03 6.87e+02 / 6.94e+02 1.22 / 1.21 PS_3_2_32 2.67e+03 / 2.67e+03 1.77e+03 / 1.77e+03 8.29e+02 / 8.54e+02 1.08 / 1.05 PS_3_2_33 3.63e+03 / 3.63e+03 2.74e+03 / 2.74e+03 8.24e+02 / 8.43e+02 1.08 / 1.05 PS_3_2_34 3.78e+03 / 3.78e+03 2.83e+03 / 2.83e+03 8.52e+02 / 8.76e+02 1.11 / 1.08 PS_3_2_35 1.84e+03 / 1.84e+03 1.08e+03 / 1.08e+03 5.05e+02 / 5.07e+02 1.50 / 1.50 PS_3_2_36 3.78e+03 / 3.78e+03 3.00e+03 / 3.00e+03 7.28e+02 / 7.46e+02 1.07 / 1.04 PS_3_2_37 3.38e+03 / 3.38e+03 2.69e+03 / 2.70e+03 6.19e+02 / 6.31e+02 1.10 / 1.08 PS_3_2_38 3.94e+03 / 3.94e+03 2.57e+03 / 2.58e+03 1.21e+03 / 1.25e+03 1.13 / 1.10 PS_3_2_39 3.07e+03 / 3.07e+03 2.36e+03 / 2.36e+03 6.49e+02 / 6.54e+02 1.09 / 1.09 PS_3_2_40 4.13e+03 / 4.13e+03 3.01e+03 / 3.02e+03 1.01e+03 / 1.03e+03 1.11 / 1.08 PS_3_2_41 2.68e+03 / 2.68e+03 1.74e+03 / 1.74e+03 8.28e+02 / 8.50e+02 1.14 / 1.11 PS_3_2_42 2.63e+03 / 2.63e+03 1.88e+03 / 1.88e+03 7.09e+02 / 7.14e+02 1.06 / 1.05 PS_3_2_43 3.41e+03 / 3.41e+03 2.59e+03 / 2.59e+03 6.99e+02 / 7.09e+02 1.18 / 1.16 PS_3_2_44 3.69e+03 / 3.69e+03 2.84e+03 / 2.84e+03 7.83e+02 / 8.00e+02 1.08 / 1.06 PS_3_2_45 2.83e+03 / 2.83e+03 1.97e+03 / 1.97e+03 7.17e+02 / 7.20e+02 1.20 / 1.19 PS_3_2_46 3.55e+03 / 3.55e+03 2.73e+03 / 2.73e+03 7.65e+02 / 7.84e+02 1.07 / 1.04 PS_3_2_47 3.82e+03 / 3.82e+03 3.01e+03 / 3.01e+03 6.79e+02 / 6.98e+02 1.19 / 1.16 PS_3_2_48 3.38e+03 / 3.38e+03 2.39e+03 / 2.40e+03 9.30e+02 / 9.54e+02 1.06 / 1.03 PS_3_2_49 3.58e+03 / 3.58e+03 2.69e+03 / 2.69e+03 8.24e+02 / 8.45e+02 1.08 / 1.05 PS_3_2_50 3.58e+03 / 3.58e+03 2.31e+03 / 2.31e+03 1.09e+03 / 1.12e+03 1.16 / 1.13 PS_3_2_51 3.69e+03 / 3.69e+03 2.72e+03 / 2.72e+03 9.02e+02 / 9.24e+02 1.08 / 1.05 PS_3_2_52 4.41e+03 / 4.41e+03 3.13e+03 / 3.13e+03 1.17e+03 / 1.20e+03 1.08 / 1.05 PS_3_2_53 3.59e+03 / 3.59e+03 2.28e+03 / 2.28e+03 1.15e+03 / 1.18e+03 1.14 / 1.11 PS_3_2_54 3.95e+03 / 3.95e+03 2.77e+03 / 2.77e+03 1.10e+03 / 1.13e+03 1.07 / 1.04 PS_3_2_55 4.16e+03 / 4.16e+03 3.06e+03 / 3.06e+03 9.71e+02 / 9.96e+02 1.14 / 1.11 PS_3_2_56 2.41e+03 / 2.41e+03 1.55e+03 / 1.56e+03 7.82e+02 / 8.01e+02 1.09 / 1.06 PS_3_2_57 4.05e+03 / 4.05e+03 3.05e+03 / 3.06e+03 8.88e+02 / 9.13e+02 1.12 / 1.08 PS_3_2_58 2.32e+03 / 2.32e+03 1.36e+03 / 1.36e+03 7.26e+02 / 7.50e+02 1.33 / 1.29 PS_3_2_59 3.25e+03 / 3.25e+03 2.45e+03 / 2.46e+03 7.03e+02 / 7.14e+02 1.13 / 1.11 PS_3_2_60 4.24e+03 / 4.24e+03 3.19e+03 / 3.19e+03 9.96e+02 / 1.02e+03 1.06 / 1.02 PS_3_2_61 3.56e+03 / 3.56e+03 2.69e+03 / 2.70e+03 8.48e+02 / 8.64e+02 1.03 / 1.01 PS_3_2_62 2.91e+03 / 2.91e+03 2.14e+03 / 2.14e+03 7.51e+02 / 7.56e+02 1.03 / 1.03 PS_3_2_63 3.12e+03 / 3.12e+03 2.26e+03 / 2.26e+03 8.39e+02 / 8.55e+02 1.03 / 1.01 PS_3_2_64 3.26e+03 / 3.26e+03 2.24e+03 / 2.24e+03 8.75e+02 / 8.79e+02 1.16 / 1.15
B-92 PS_3_2_65 4.19e+03 / 4.19e+03 2.99e+03 / 2.99e+03 1.16e+03 / 1.20e+03 1.03 / 1.00 PS_3_2_66 2.88e+03 / 2.88e+03 1.80e+03 / 1.80e+03 9.32e+02 / 9.64e+02 1.16 / 1.12 PS_3_2_67 2.81e+03 / 2.81e+03 2.14e+03 / 2.14e+03 6.08e+02 / 6.14e+02 1.10 / 1.09 PS_3_2_68 3.22e+03 / 3.22e+03 2.20e+03 / 2.20e+03 8.85e+02 / 8.87e+02 1.15 / 1.15 PS_3_2_69 2.18e+03 / 2.18e+03 1.45e+03 / 1.45e+03 7.15e+02 / 7.22e+02 1.02 / 1.01 PS_3_2_70 2.73e+03 / 2.73e+03 1.80e+03 / 1.81e+03 7.82e+02 / 7.99e+02 1.18 / 1.15 PS_3_2_71 2.92e+03 / 2.92e+03 2.01e+03 / 2.01e+03 7.69e+02 / 7.85e+02 1.19 / 1.17 PS_3_2_72 3.26e+03 / 3.26e+03 2.36e+03 / 2.36e+03 8.27e+02 / 8.37e+02 1.09 / 1.08 PS_3_2_73 3.25e+03 / 3.25e+03 2.34e+03 / 2.34e+03 7.48e+02 / 7.59e+02 1.22 / 1.20 PS_3_2_74 3.27e+03 / 3.27e+03 2.43e+03 / 2.43e+03 8.29e+02 / 8.40e+02 1.01 / 1.00 PS_3_2_75 2.30e+03 / 2.30e+03 1.16e+03 / 1.17e+03 7.87e+02 / 8.13e+02 1.45 / 1.40 PS_3_2_76 4.13e+03 / 4.13e+03 2.96e+03 / 2.96e+03 1.04e+03 / 1.07e+03 1.13 / 1.10 PS_3_2_77 1.84e+03 / 1.84e+03 1.14e+03 / 1.14e+03 6.10e+02 / 6.21e+02 1.15 / 1.13 PS_3_2_78 2.91e+03 / 2.91e+03 2.00e+03 / 2.00e+03 8.53e+02 / 8.78e+02 1.06 / 1.03 PS_3_2_79 2.54e+03 / 2.54e+03 1.76e+03 / 1.76e+03 7.44e+02 / 7.59e+02 1.04 / 1.02 PS_3_2_80 3.97e+03 / 3.97e+03 3.06e+03 / 3.06e+03 8.60e+02 / 8.85e+02 1.06 / 1.03 PS_3_2_81 2.66e+03 / 2.66e+03 1.69e+03 / 1.69e+03 7.41e+02 / 7.64e+02 1.31 / 1.26 PS_3_2_82 2.88e+03 / 2.88e+03 2.19e+03 / 2.19e+03 6.60e+02 / 6.66e+02 1.05 / 1.03 PS_3_2_83 2.78e+03 / 2.78e+03 1.92e+03 / 1.92e+03 8.12e+02 / 8.12e+02 1.05 / 1.05 PS_3_2_84 2.65e+03 / 2.65e+03 1.69e+03 / 1.69e+03 9.14e+02 / 9.47e+02 1.05 / 1.01 PS_3_2_85 4.32e+03 / 4.32e+03 3.31e+03 / 3.32e+03 9.62e+02 / 9.89e+02 1.05 / 1.02 PS_3_2_86 3.98e+03 / 3.98e+03 2.89e+03 / 2.89e+03 9.53e+02 / 9.79e+02 1.14 / 1.11 PS_3_2_87 3.64e+03 / 3.64e+03 2.58e+03 / 2.58e+03 1.02e+03 / 1.04e+03 1.04 / 1.01 PS_3_2_88 3.22e+03 / 3.22e+03 2.45e+03 / 2.45e+03 6.46e+02 / 6.56e+02 1.18 / 1.17 PS_3_2_89 3.99e+03 / 3.99e+03 2.83e+03 / 2.83e+03 1.06e+03 / 1.08e+03 1.10 / 1.07 PS_3_2_90 3.79e+03 / 3.79e+03 2.66e+03 / 2.66e+03 1.03e+03 / 1.05e+03 1.10 / 1.07 PS_3_2_91 2.12e+03 / 2.12e+03 1.46e+03 / 1.46e+03 6.44e+02 / 6.56e+02 1.03 / 1.01 PS_3_2_92 2.74e+03 / 2.74e+03 1.89e+03 / 1.89e+03 8.17e+02 / 8.38e+02 1.04 / 1.01 PS_3_2_93 3.69e+03 / 3.69e+03 2.81e+03 / 2.81e+03 8.29e+02 / 8.45e+02 1.06 / 1.04 PS_3_2_94 3.84e+03 / 3.84e+03 2.71e+03 / 2.72e+03 1.06e+03 / 1.09e+03 1.06 / 1.03 PS_3_2_95 2.49e+03 / 2.49e+03 1.67e+03 / 1.68e+03 6.77e+02 / 6.83e+02 1.21 / 1.20 PS_3_2_96 3.36e+03 / 3.36e+03 2.32e+03 / 2.32e+03 9.80e+02 / 1.01e+03 1.06 / 1.02 PS_3_2_97 1.69e+03 / 1.69e+03 8.07e+02 / 8.07e+02 5.55e+02 / 5.71e+02 1.59 / 1.54 PS_3_2_98 2.31e+03 / 2.31e+03 1.27e+03 / 1.27e+03 8.51e+02 / 8.80e+02 1.23 / 1.18 PS_3_2_99 3.60e+03 / 3.60e+03 2.43e+03 / 2.43e+03 1.03e+03 / 1.05e+03 1.14 / 1.11 PS_3_2_100 4.16e+03 / 4.16e+03 3.11e+03 / 3.11e+03 9.46e+02 / 9.73e+02 1.11 / 1.08
B-93 B.3.5.2 Negative Region Table 37 - Service I - SLG Demands & Rating - Three-Span PS Suite 1 Bridge ID Fn (-) [psi] Int/Ext Factored DC1 + DC2 (-) [psi] Int/Ext Factored LL (-) [psi] Int/Ext Sv1 Inventory Rating (-) Int/Ext PS_3_1_1 5.40e+03 / 5.40e+03 8.48e+01 / 8.78e+01 1.21e+03 / 1.25e+03 4.38 / 4.26 PS_3_1_2 3.00e+03 / 3.00e+03 5.72e+01 / 5.77e+01 8.86e+02 / 8.93e+02 3.32 / 3.30 PS_3_1_3 4.20e+03 / 4.20e+03 8.25e+01 / 8.40e+01 9.56e+02 / 9.73e+02 4.30 / 4.23 PS_3_1_4 2.40e+03 / 2.40e+03 3.34e+01 / 3.37e+01 7.17e+02 / 7.22e+02 3.30 / 3.28 PS_3_1_5 3.60e+03 / 3.60e+03 6.03e+01 / 6.14e+01 1.16e+03 / 1.17e+03 3.06 / 3.02 PS_3_1_6 4.20e+03 / 4.20e+03 5.85e+01 / 5.95e+01 8.66e+02 / 8.79e+02 4.78 / 4.71 PS_3_1_7 4.80e+03 / 4.80e+03 9.35e+01 / 9.53e+01 1.16e+03 / 1.18e+03 4.06 / 3.99 PS_3_1_8 4.20e+03 / 4.20e+03 5.35e+01 / 5.35e+01 1.06e+03 / 1.06e+03 3.92 / 3.92 PS_3_1_9 6.00e+03 / 6.00e+03 1.44e+02 / 1.49e+02 1.34e+03 / 1.38e+03 4.37 / 4.25 PS_3_1_10 2.40e+03 / 2.40e+03 1.65e+01 / 1.68e+01 3.86e+02 / 3.93e+02 6.17 / 6.07 PS_3_1_11 4.80e+03 / 4.80e+03 8.89e+01 / 9.11e+01 1.09e+03 / 1.12e+03 4.30 / 4.21 PS_3_1_12 4.20e+03 / 4.20e+03 7.17e+01 / 7.39e+01 1.14e+03 / 1.17e+03 3.63 / 3.54 PS_3_1_13 4.80e+03 / 4.80e+03 1.01e+02 / 1.04e+02 1.11e+03 / 1.14e+03 4.22 / 4.11 PS_3_1_14 4.20e+03 / 4.20e+03 6.37e+01 / 6.52e+01 1.05e+03 / 1.07e+03 3.95 / 3.87 PS_3_1_15 4.20e+03 / 4.20e+03 8.06e+01 / 8.24e+01 1.17e+03 / 1.19e+03 3.53 / 3.46 PS_3_1_16 4.20e+03 / 4.20e+03 6.46e+01 / 6.63e+01 1.23e+03 / 1.26e+03 3.36 / 3.29 PS_3_1_17 3.60e+03 / 3.60e+03 6.53e+01 / 6.66e+01 8.85e+02 / 8.99e+02 3.99 / 3.93 PS_3_1_18 4.80e+03 / 4.80e+03 7.55e+01 / 7.81e+01 1.45e+03 / 1.49e+03 3.26 / 3.17 PS_3_1_19 3.60e+03 / 3.60e+03 4.81e+01 / 4.82e+01 9.18e+02 / 9.21e+02 3.87 / 3.86 PS_3_1_20 3.00e+03 / 3.00e+03 3.66e+01 / 3.73e+01 8.61e+02 / 8.74e+02 3.44 / 3.39 PS_3_1_21 5.40e+03 / 5.40e+03 9.59e+01 / 9.92e+01 1.07e+03 / 1.10e+03 4.95 / 4.80 PS_3_1_22 5.40e+03 / 5.40e+03 1.04e+02 / 1.07e+02 1.23e+03 / 1.26e+03 4.30 / 4.20 PS_3_1_23 4.80e+03 / 4.80e+03 6.89e+01 / 7.16e+01 1.56e+03 / 1.60e+03 3.04 / 2.95 PS_3_1_24 4.20e+03 / 4.20e+03 6.85e+01 / 7.10e+01 1.19e+03 / 1.22e+03 3.47 / 3.37 PS_3_1_25 4.80e+03 / 4.80e+03 8.13e+01 / 8.38e+01 1.09e+03 / 1.12e+03 4.33 / 4.22 PS_3_1_26 6.00e+03 / 6.00e+03 1.30e+02 / 1.34e+02 1.56e+03 / 1.61e+03 3.75 / 3.65 PS_3_1_27 3.60e+03 / 3.60e+03 8.50e+01 / 8.59e+01 8.62e+02 / 8.71e+02 4.08 / 4.03 PS_3_1_28 3.60e+03 / 3.60e+03 5.76e+01 / 5.83e+01 8.17e+02 / 8.27e+02 4.33 / 4.28 PS_3_1_29 3.60e+03 / 3.60e+03 4.66e+01 / 4.79e+01 1.11e+03 / 1.14e+03 3.20 / 3.13 PS_3_1_30 4.80e+03 / 4.80e+03 6.36e+01 / 6.63e+01 1.54e+03 / 1.59e+03 3.08 / 2.99 PS_3_1_31 5.40e+03 / 5.40e+03 9.91e+01 / 1.02e+02 1.30e+03 / 1.34e+03 4.08 / 3.97 PS_3_1_32 4.80e+03 / 4.80e+03 8.92e+01 / 9.20e+01 1.31e+03 / 1.34e+03 3.59 / 3.51 PS_3_1_33 2.40e+03 / 2.40e+03 3.03e+01 / 3.11e+01 5.86e+02 / 5.99e+02 4.05 / 3.96 PS_3_1_34 3.00e+03 / 3.00e+03 4.42e+01 / 4.60e+01 8.06e+02 / 8.31e+02 3.67 / 3.56 PS_3_1_35 4.20e+03 / 4.20e+03 6.94e+01 / 7.22e+01 1.18e+03 / 1.21e+03 3.51 / 3.41 PS_3_1_36 3.60e+03 / 3.60e+03 4.61e+01 / 4.65e+01 8.61e+02 / 8.68e+02 4.13 / 4.09 PS_3_1_37 2.40e+03 / 2.40e+03 2.39e+01 / 2.50e+01 5.68e+02 / 5.88e+02 4.18 / 4.04
B-94 PS_3_1_38 4.20e+03 / 4.20e+03 6.61e+01 / 6.75e+01 9.48e+02 / 9.67e+02 4.36 / 4.27 PS_3_1_39 4.80e+03 / 4.80e+03 1.09e+02 / 1.12e+02 1.19e+03 / 1.22e+03 3.95 / 3.84 PS_3_1_40 4.20e+03 / 4.20e+03 5.19e+01 / 5.26e+01 1.17e+03 / 1.18e+03 3.56 / 3.52 PS_3_1_41 2.40e+03 / 2.40e+03 2.53e+01 / 2.60e+01 5.25e+02 / 5.38e+02 4.52 / 4.42 PS_3_1_42 2.40e+03 / 2.40e+03 2.46e+01 / 2.47e+01 4.57e+02 / 4.58e+02 5.20 / 5.19 PS_3_1_43 4.80e+03 / 4.80e+03 1.19e+02 / 1.23e+02 1.51e+03 / 1.55e+03 3.11 / 3.02 PS_3_1_44 3.00e+03 / 3.00e+03 5.05e+01 / 5.24e+01 7.69e+02 / 7.91e+02 3.84 / 3.73 PS_3_1_45 4.80e+03 / 4.80e+03 6.41e+01 / 6.58e+01 1.04e+03 / 1.06e+03 4.57 / 4.47 PS_3_1_46 3.60e+03 / 3.60e+03 7.97e+01 / 8.00e+01 1.03e+03 / 1.04e+03 3.41 / 3.39 PS_3_1_47 3.00e+03 / 3.00e+03 3.74e+01 / 3.76e+01 9.70e+02 / 9.73e+02 3.05 / 3.04 PS_3_1_48 4.20e+03 / 4.20e+03 8.80e+01 / 9.04e+01 1.00e+03 / 1.03e+03 4.11 / 4.01 PS_3_1_49 4.20e+03 / 4.20e+03 5.63e+01 / 5.79e+01 1.31e+03 / 1.34e+03 3.17 / 3.10 PS_3_1_50 4.20e+03 / 4.20e+03 8.42e+01 / 8.55e+01 1.12e+03 / 1.13e+03 3.68 / 3.63 PS_3_1_51 2.40e+03 / 2.40e+03 4.85e+01 / 4.86e+01 9.17e+02 / 9.18e+02 2.57 / 2.56 PS_3_1_52 6.00e+03 / 6.00e+03 1.20e+02 / 1.24e+02 1.36e+03 / 1.40e+03 4.31 / 4.19 PS_3_1_53 4.20e+03 / 4.20e+03 5.79e+01 / 5.88e+01 9.39e+02 / 9.54e+02 4.41 / 4.34 PS_3_1_54 6.00e+03 / 6.00e+03 8.66e+01 / 8.96e+01 1.32e+03 / 1.36e+03 4.48 / 4.36 PS_3_1_55 5.40e+03 / 5.40e+03 8.31e+01 / 8.57e+01 1.14e+03 / 1.17e+03 4.68 / 4.56 PS_3_1_56 3.60e+03 / 3.60e+03 8.00e+01 / 8.35e+01 9.51e+02 / 9.81e+02 3.70 / 3.59 PS_3_1_57 4.20e+03 / 4.20e+03 8.83e+01 / 8.91e+01 9.64e+02 / 9.72e+02 4.26 / 4.23 PS_3_1_58 4.80e+03 / 4.80e+03 9.85e+01 / 1.01e+02 1.05e+03 / 1.07e+03 4.49 / 4.38 PS_3_1_59 6.00e+03 / 6.00e+03 9.54e+01 / 9.86e+01 1.46e+03 / 1.50e+03 4.05 / 3.94 PS_3_1_60 3.60e+03 / 3.60e+03 6.13e+01 / 6.42e+01 1.06e+03 / 1.10e+03 3.34 / 3.23 PS_3_1_61 3.60e+03 / 3.60e+03 6.20e+01 / 6.38e+01 1.09e+03 / 1.12e+03 3.23 / 3.16 PS_3_1_62 4.80e+03 / 4.80e+03 9.38e+01 / 9.69e+01 1.35e+03 / 1.39e+03 3.48 / 3.38 PS_3_1_63 3.60e+03 / 3.60e+03 6.06e+01 / 6.17e+01 1.06e+03 / 1.08e+03 3.34 / 3.29 PS_3_1_64 4.80e+03 / 4.80e+03 8.58e+01 / 8.83e+01 1.42e+03 / 1.46e+03 3.31 / 3.24 PS_3_1_65 3.60e+03 / 3.60e+03 8.17e+01 / 8.34e+01 9.57e+02 / 9.73e+02 3.68 / 3.61 PS_3_1_66 3.60e+03 / 3.60e+03 7.44e+01 / 7.50e+01 9.94e+02 / 1.00e+03 3.55 / 3.52 PS_3_1_67 4.80e+03 / 4.80e+03 8.71e+01 / 9.00e+01 1.32e+03 / 1.35e+03 3.57 / 3.48 PS_3_1_68 5.40e+03 / 5.40e+03 1.41e+02 / 1.45e+02 1.49e+03 / 1.52e+03 3.54 / 3.45 PS_3_1_69 2.40e+03 / 2.40e+03 4.76e+01 / 4.90e+01 9.25e+02 / 9.47e+02 2.54 / 2.48 PS_3_1_70 4.20e+03 / 4.20e+03 6.40e+01 / 6.55e+01 1.14e+03 / 1.17e+03 3.62 / 3.55 PS_3_1_71 3.60e+03 / 3.60e+03 4.61e+01 / 4.85e+01 8.92e+02 / 9.25e+02 3.99 / 3.84 PS_3_1_72 4.20e+03 / 4.20e+03 9.31e+01 / 9.54e+01 9.29e+02 / 9.49e+02 4.42 / 4.32 PS_3_1_73 6.00e+03 / 6.00e+03 1.04e+02 / 1.08e+02 1.53e+03 / 1.58e+03 3.84 / 3.74 PS_3_1_74 4.20e+03 / 4.20e+03 5.86e+01 / 5.99e+01 8.08e+02 / 8.25e+02 5.13 / 5.02 PS_3_1_75 2.40e+03 / 2.40e+03 5.71e+01 / 5.84e+01 7.98e+02 / 8.12e+02 2.94 / 2.88 PS_3_1_76 6.00e+03 / 6.00e+03 8.83e+01 / 9.09e+01 1.52e+03 / 1.56e+03 3.90 / 3.80 PS_3_1_77 2.40e+03 / 2.40e+03 4.24e+01 / 4.43e+01 6.16e+02 / 6.37e+02 3.83 / 3.70 PS_3_1_78 5.40e+03 / 5.40e+03 1.03e+02 / 1.06e+02 1.42e+03 / 1.46e+03 3.73 / 3.63 PS_3_1_79 3.60e+03 / 3.60e+03 4.00e+01 / 4.18e+01 8.05e+02 / 8.32e+02 4.42 / 4.28 PS_3_1_80 4.80e+03 / 4.80e+03 6.99e+01 / 7.23e+01 1.47e+03 / 1.51e+03 3.23 / 3.14 PS_3_1_81 5.40e+03 / 5.40e+03 8.91e+01 / 9.17e+01 1.27e+03 / 1.30e+03 4.19 / 4.10 PS_3_1_82 3.60e+03 / 3.60e+03 4.40e+01 / 4.43e+01 1.01e+03 / 1.02e+03 3.51 / 3.49 PS_3_1_83 3.60e+03 / 3.60e+03 6.79e+01 / 6.89e+01 9.50e+02 / 9.62e+02 3.72 / 3.67
B-95 PS_3_1_84 3.00e+03 / 3.00e+03 4.72e+01 / 4.95e+01 6.61e+02 / 6.85e+02 4.47 / 4.31 PS_3_1_85 4.20e+03 / 4.20e+03 6.18e+01 / 6.44e+01 1.38e+03 / 1.42e+03 3.01 / 2.92 PS_3_1_86 3.60e+03 / 3.60e+03 4.79e+01 / 4.97e+01 1.09e+03 / 1.12e+03 3.25 / 3.16 PS_3_1_87 2.40e+03 / 2.40e+03 2.38e+01 / 2.41e+01 6.25e+02 / 6.30e+02 3.80 / 3.77 PS_3_1_88 3.00e+03 / 3.00e+03 3.96e+01 / 4.09e+01 9.90e+02 / 1.01e+03 2.99 / 2.92 PS_3_1_89 3.60e+03 / 3.60e+03 4.71e+01 / 4.76e+01 7.67e+02 / 7.74e+02 4.63 / 4.59 PS_3_1_90 4.20e+03 / 4.20e+03 8.13e+01 / 8.23e+01 1.20e+03 / 1.21e+03 3.43 / 3.40 PS_3_1_91 4.80e+03 / 4.80e+03 8.82e+01 / 9.10e+01 1.36e+03 / 1.39e+03 3.46 / 3.38 PS_3_1_92 3.60e+03 / 3.60e+03 7.21e+01 / 7.49e+01 1.12e+03 / 1.16e+03 3.14 / 3.05 PS_3_1_93 4.80e+03 / 4.80e+03 7.19e+01 / 7.40e+01 1.01e+03 / 1.04e+03 4.68 / 4.56 PS_3_1_94 4.20e+03 / 4.20e+03 8.43e+01 / 8.78e+01 1.17e+03 / 1.20e+03 3.52 / 3.41 PS_3_1_95 3.60e+03 / 3.60e+03 5.06e+01 / 5.10e+01 1.06e+03 / 1.07e+03 3.34 / 3.32 PS_3_1_96 2.40e+03 / 2.40e+03 3.47e+01 / 3.63e+01 6.84e+02 / 7.07e+02 3.46 / 3.34 PS_3_1_97 4.20e+03 / 4.20e+03 7.70e+01 / 7.83e+01 1.14e+03 / 1.15e+03 3.62 / 3.57 PS_3_1_98 3.60e+03 / 3.60e+03 4.36e+01 / 4.56e+01 9.54e+02 / 9.86e+02 3.73 / 3.60 PS_3_1_99 2.40e+03 / 2.40e+03 3.38e+01 / 3.47e+01 7.30e+02 / 7.45e+02 3.24 / 3.17 PS_3_1_100 5.40e+03 / 5.40e+03 1.11e+02 / 1.15e+02 1.28e+03 / 1.31e+03 4.15 / 4.03 Table 38 - Service I - SLG Demands & Rating - Three-Span PS Suite 1 Bridge ID Fn (-) [psi] Int/Ext Factored DC1 + DC2 (-) [psi] Int/Ext Factored LL (-) [psi] Int/Ext Sv1 Inventory Rating (-) Int/Ext PS_3_2_1 3.60e+03 / 3.60e+03 6.43e+01 / 6.68e+01 1.16e+03 / 1.19e+03 3.05 / 2.96 PS_3_2_2 2.40e+03 / 2.40e+03 2.95e+01 / 2.97e+01 5.31e+02 / 5.35e+02 4.46 / 4.43 PS_3_2_3 2.40e+03 / 2.40e+03 3.79e+01 / 3.94e+01 5.97e+02 / 6.15e+02 3.95 / 3.84 PS_3_2_4 5.40e+03 / 5.40e+03 8.01e+01 / 8.33e+01 1.50e+03 / 1.55e+03 3.54 / 3.43 PS_3_2_5 4.20e+03 / 4.20e+03 5.90e+01 / 6.02e+01 8.49e+02 / 8.63e+02 4.88 / 4.80 PS_3_2_6 3.60e+03 / 3.60e+03 4.24e+01 / 4.30e+01 1.02e+03 / 1.03e+03 3.49 / 3.45 PS_3_2_7 4.80e+03 / 4.80e+03 6.86e+01 / 7.01e+01 9.74e+02 / 9.92e+02 4.86 / 4.77 PS_3_2_8 4.20e+03 / 4.20e+03 9.07e+01 / 9.27e+01 9.62e+02 / 9.83e+02 4.27 / 4.18 PS_3_2_9 2.40e+03 / 2.40e+03 2.16e+01 / 2.23e+01 4.78e+02 / 4.89e+02 4.98 / 4.86 PS_3_2_10 4.20e+03 / 4.20e+03 5.56e+01 / 5.62e+01 9.66e+02 / 9.75e+02 4.29 / 4.25 PS_3_2_11 3.60e+03 / 3.60e+03 5.05e+01 / 5.14e+01 9.54e+02 / 9.69e+02 3.72 / 3.66 PS_3_2_12 2.40e+03 / 2.40e+03 2.83e+01 / 2.89e+01 6.33e+02 / 6.43e+02 3.75 / 3.69 PS_3_2_13 2.40e+03 / 2.40e+03 4.22e+01 / 4.33e+01 8.09e+02 / 8.25e+02 2.91 / 2.86 PS_3_2_14 2.40e+03 / 2.40e+03 4.02e+01 / 4.03e+01 7.80e+02 / 7.81e+02 3.03 / 3.02 PS_3_2_15 4.20e+03 / 4.20e+03 5.09e+01 / 5.13e+01 1.06e+03 / 1.07e+03 3.91 / 3.89 PS_3_2_16 4.80e+03 / 4.80e+03 7.25e+01 / 7.50e+01 1.35e+03 / 1.39e+03 3.50 / 3.40 PS_3_2_17 2.40e+03 / 2.40e+03 3.85e+01 / 4.04e+01 5.60e+02 / 5.81e+02 4.22 / 4.06 PS_3_2_18 6.00e+03 / 6.00e+03 1.42e+02 / 1.47e+02 1.40e+03 / 1.44e+03 4.19 / 4.07 PS_3_2_19 4.80e+03 / 4.80e+03 9.05e+01 / 9.32e+01 1.23e+03 / 1.26e+03 3.81 / 3.72 PS_3_2_20 4.20e+03 / 4.20e+03 5.34e+01 / 5.61e+01 1.23e+03 / 1.27e+03 3.37 / 3.25 PS_3_2_21 4.80e+03 / 4.80e+03 7.72e+01 / 7.91e+01 1.24e+03 / 1.27e+03 3.80 / 3.72
B-96 PS_3_2_22 3.00e+03 / 3.00e+03 4.93e+01 / 5.12e+01 9.76e+02 / 1.00e+03 3.02 / 2.93 PS_3_2_23 4.20e+03 / 4.20e+03 1.01e+02 / 1.05e+02 1.19e+03 / 1.23e+03 3.44 / 3.34 PS_3_2_24 3.00e+03 / 3.00e+03 3.44e+01 / 3.61e+01 7.14e+02 / 7.40e+02 4.15 / 4.01 PS_3_2_25 3.60e+03 / 3.60e+03 5.97e+01 / 6.08e+01 1.10e+03 / 1.12e+03 3.21 / 3.16 PS_3_2_26 3.00e+03 / 3.00e+03 6.05e+01 / 6.16e+01 9.89e+02 / 1.00e+03 2.97 / 2.93 PS_3_2_27 3.60e+03 / 3.60e+03 5.44e+01 / 5.54e+01 1.12e+03 / 1.14e+03 3.17 / 3.12 PS_3_2_28 4.20e+03 / 4.20e+03 5.57e+01 / 5.76e+01 1.27e+03 / 1.30e+03 3.26 / 3.17 PS_3_2_29 3.60e+03 / 3.60e+03 6.02e+01 / 6.19e+01 1.21e+03 / 1.23e+03 2.94 / 2.87 PS_3_2_30 2.40e+03 / 2.40e+03 4.59e+01 / 4.61e+01 7.65e+02 / 7.68e+02 3.08 / 3.07 PS_3_2_31 4.20e+03 / 4.20e+03 6.79e+01 / 6.86e+01 9.14e+02 / 9.24e+02 4.52 / 4.47 PS_3_2_32 3.60e+03 / 3.60e+03 5.83e+01 / 6.07e+01 9.38e+02 / 9.65e+02 3.78 / 3.67 PS_3_2_33 4.80e+03 / 4.80e+03 6.53e+01 / 6.70e+01 1.10e+03 / 1.12e+03 4.32 / 4.22 PS_3_2_34 4.80e+03 / 4.80e+03 9.03e+01 / 9.30e+01 1.13e+03 / 1.16e+03 4.16 / 4.05 PS_3_2_35 2.40e+03 / 2.40e+03 2.67e+01 / 2.68e+01 6.08e+02 / 6.10e+02 3.91 / 3.89 PS_3_2_36 4.80e+03 / 4.80e+03 8.33e+01 / 8.58e+01 9.69e+02 / 9.94e+02 4.87 / 4.74 PS_3_2_37 4.20e+03 / 4.20e+03 7.06e+01 / 7.22e+01 8.22e+02 / 8.39e+02 5.02 / 4.92 PS_3_2_38 5.40e+03 / 5.40e+03 9.00e+01 / 9.30e+01 1.65e+03 / 1.70e+03 3.22 / 3.13 PS_3_2_39 3.60e+03 / 3.60e+03 6.07e+01 / 6.12e+01 8.63e+02 / 8.70e+02 4.10 / 4.07 PS_3_2_40 5.40e+03 / 5.40e+03 9.87e+01 / 1.02e+02 1.35e+03 / 1.39e+03 3.93 / 3.82 PS_3_2_41 3.60e+03 / 3.60e+03 4.15e+01 / 4.29e+01 1.07e+03 / 1.10e+03 3.32 / 3.23 PS_3_2_42 3.60e+03 / 3.60e+03 4.79e+01 / 4.83e+01 9.60e+02 / 9.66e+02 3.70 / 3.68 PS_3_2_43 4.20e+03 / 4.20e+03 5.73e+01 / 5.82e+01 9.31e+02 / 9.44e+02 4.45 / 4.39 PS_3_2_44 4.80e+03 / 4.80e+03 9.91e+01 / 1.02e+02 1.04e+03 / 1.06e+03 4.52 / 4.42 PS_3_2_45 3.60e+03 / 3.60e+03 7.64e+01 / 7.68e+01 9.68e+02 / 9.72e+02 3.64 / 3.62 PS_3_2_46 4.80e+03 / 4.80e+03 9.36e+01 / 9.65e+01 1.02e+03 / 1.05e+03 4.61 / 4.49 PS_3_2_47 4.80e+03 / 4.80e+03 8.23e+01 / 8.50e+01 9.01e+02 / 9.26e+02 5.24 / 5.09 PS_3_2_48 4.20e+03 / 4.20e+03 7.52e+01 / 7.77e+01 1.27e+03 / 1.30e+03 3.25 / 3.17 PS_3_2_49 4.80e+03 / 4.80e+03 6.38e+01 / 6.56e+01 1.10e+03 / 1.12e+03 4.32 / 4.21 PS_3_2_50 4.80e+03 / 4.80e+03 6.49e+01 / 6.75e+01 1.46e+03 / 1.51e+03 3.24 / 3.14 PS_3_2_51 4.80e+03 / 4.80e+03 8.77e+01 / 9.02e+01 1.20e+03 / 1.23e+03 3.91 / 3.82 PS_3_2_52 6.00e+03 / 6.00e+03 8.77e+01 / 9.04e+01 1.56e+03 / 1.61e+03 3.78 / 3.68 PS_3_2_53 4.80e+03 / 4.80e+03 1.01e+02 / 1.05e+02 1.55e+03 / 1.59e+03 3.04 / 2.95 PS_3_2_54 5.40e+03 / 5.40e+03 8.92e+01 / 9.23e+01 1.49e+03 / 1.53e+03 3.56 / 3.47 PS_3_2_55 5.40e+03 / 5.40e+03 1.05e+02 / 1.08e+02 1.29e+03 / 1.33e+03 4.10 / 3.99 PS_3_2_56 3.00e+03 / 3.00e+03 6.08e+01 / 6.26e+01 9.99e+02 / 1.02e+03 2.94 / 2.87 PS_3_2_57 5.40e+03 / 5.40e+03 9.20e+01 / 9.51e+01 1.18e+03 / 1.22e+03 4.49 / 4.37 PS_3_2_58 3.00e+03 / 3.00e+03 4.64e+01 / 4.84e+01 6.83e+02 / 7.06e+02 4.32 / 4.18 PS_3_2_59 4.20e+03 / 4.20e+03 9.58e+01 / 9.74e+01 9.38e+02 / 9.52e+02 4.38 / 4.31 PS_3_2_60 6.00e+03 / 6.00e+03 1.15e+02 / 1.19e+02 1.32e+03 / 1.36e+03 4.46 / 4.33 PS_3_2_61 4.80e+03 / 4.80e+03 1.06e+02 / 1.09e+02 1.13e+03 / 1.15e+03 4.15 / 4.07 PS_3_2_62 3.60e+03 / 3.60e+03 7.67e+01 / 7.72e+01 1.01e+03 / 1.01e+03 3.49 / 3.47 PS_3_2_63 4.20e+03 / 4.20e+03 5.69e+01 / 5.81e+01 1.13e+03 / 1.15e+03 3.68 / 3.61 PS_3_2_64 4.20e+03 / 4.20e+03 7.81e+01 / 7.84e+01 1.17e+03 / 1.18e+03 3.51 / 3.50 PS_3_2_65 6.00e+03 / 6.00e+03 1.16e+02 / 1.20e+02 1.58e+03 / 1.62e+03 3.73 / 3.62 PS_3_2_66 3.60e+03 / 3.60e+03 5.47e+01 / 5.73e+01 1.00e+03 / 1.04e+03 3.54 / 3.42 PS_3_2_67 3.60e+03 / 3.60e+03 4.83e+01 / 4.89e+01 8.13e+02 / 8.22e+02 4.37 / 4.32
B-97 PS_3_2_68 4.20e+03 / 4.20e+03 6.07e+01 / 6.08e+01 1.20e+03 / 1.20e+03 3.45 / 3.45 PS_3_2_69 3.00e+03 / 3.00e+03 4.39e+01 / 4.44e+01 9.39e+02 / 9.49e+02 3.15 / 3.12 PS_3_2_70 3.60e+03 / 3.60e+03 5.14e+01 / 5.28e+01 1.06e+03 / 1.09e+03 3.34 / 3.27 PS_3_2_71 3.60e+03 / 3.60e+03 7.10e+01 / 7.28e+01 1.04e+03 / 1.06e+03 3.40 / 3.34 PS_3_2_72 4.20e+03 / 4.20e+03 8.02e+01 / 8.14e+01 1.11e+03 / 1.13e+03 3.70 / 3.65 PS_3_2_73 4.20e+03 / 4.20e+03 1.01e+02 / 1.03e+02 1.01e+03 / 1.02e+03 4.06 / 4.00 PS_3_2_74 4.20e+03 / 4.20e+03 9.15e+01 / 9.29e+01 1.11e+03 / 1.13e+03 3.69 / 3.64 PS_3_2_75 3.00e+03 / 3.00e+03 3.28e+01 / 3.43e+01 7.34e+02 / 7.58e+02 4.04 / 3.91 PS_3_2_76 5.40e+03 / 5.40e+03 9.15e+01 / 9.44e+01 1.39e+03 / 1.42e+03 3.83 / 3.73 PS_3_2_77 2.40e+03 / 2.40e+03 3.10e+01 / 3.16e+01 7.27e+02 / 7.40e+02 3.26 / 3.20 PS_3_2_78 3.60e+03 / 3.60e+03 5.94e+01 / 6.18e+01 1.13e+03 / 1.16e+03 3.14 / 3.05 PS_3_2_79 3.60e+03 / 3.60e+03 4.45e+01 / 4.56e+01 1.01e+03 / 1.03e+03 3.51 / 3.44 PS_3_2_80 5.40e+03 / 5.40e+03 7.81e+01 / 8.08e+01 1.14e+03 / 1.18e+03 4.66 / 4.52 PS_3_2_81 3.60e+03 / 3.60e+03 5.56e+01 / 5.79e+01 8.15e+02 / 8.40e+02 4.35 / 4.22 PS_3_2_82 3.60e+03 / 3.60e+03 5.77e+01 / 5.83e+01 8.80e+02 / 8.88e+02 4.03 / 3.99 PS_3_2_83 3.60e+03 / 3.60e+03 7.15e+01 / 7.15e+01 1.10e+03 / 1.10e+03 3.20 / 3.20 PS_3_2_84 3.60e+03 / 3.60e+03 4.29e+01 / 4.50e+01 9.47e+02 / 9.80e+02 3.76 / 3.63 PS_3_2_85 6.00e+03 / 6.00e+03 8.21e+01 / 8.50e+01 1.29e+03 / 1.32e+03 4.60 / 4.47 PS_3_2_86 5.40e+03 / 5.40e+03 7.95e+01 / 8.23e+01 1.28e+03 / 1.31e+03 4.16 / 4.05 PS_3_2_87 4.80e+03 / 4.80e+03 1.02e+02 / 1.05e+02 1.37e+03 / 1.40e+03 3.42 / 3.34 PS_3_2_88 4.20e+03 / 4.20e+03 5.07e+01 / 5.15e+01 8.58e+02 / 8.72e+02 4.83 / 4.76 PS_3_2_89 5.40e+03 / 5.40e+03 1.07e+02 / 1.11e+02 1.42e+03 / 1.46e+03 3.72 / 3.63 PS_3_2_90 4.80e+03 / 4.80e+03 7.56e+01 / 7.80e+01 1.39e+03 / 1.43e+03 3.39 / 3.30 PS_3_2_91 2.40e+03 / 2.40e+03 5.51e+01 / 5.63e+01 8.26e+02 / 8.42e+02 2.84 / 2.78 PS_3_2_92 3.60e+03 / 3.60e+03 5.56e+01 / 5.74e+01 1.11e+03 / 1.14e+03 3.18 / 3.10 PS_3_2_93 4.80e+03 / 4.80e+03 7.15e+01 / 7.32e+01 1.11e+03 / 1.13e+03 4.26 / 4.18 PS_3_2_94 5.40e+03 / 5.40e+03 1.18e+02 / 1.22e+02 1.42e+03 / 1.46e+03 3.71 / 3.61 PS_3_2_95 3.00e+03 / 3.00e+03 4.99e+01 / 5.04e+01 9.23e+02 / 9.31e+02 3.20 / 3.17 PS_3_2_96 4.20e+03 / 4.20e+03 8.49e+01 / 8.85e+01 1.31e+03 / 1.35e+03 3.15 / 3.05 PS_3_2_97 2.40e+03 / 2.40e+03 2.39e+01 / 2.48e+01 5.30e+02 / 5.46e+02 4.48 / 4.35 PS_3_2_98 3.00e+03 / 3.00e+03 5.03e+01 / 5.25e+01 7.89e+02 / 8.15e+02 3.74 / 3.62 PS_3_2_99 4.80e+03 / 4.80e+03 9.65e+01 / 9.93e+01 1.40e+03 / 1.43e+03 3.36 / 3.29 PS_3_2_100 5.40e+03 / 5.40e+03 9.30e+01 / 9.61e+01 1.26e+03 / 1.29e+03 4.22 / 4.10
C-1 Appendix C Steel Bridge Results Appendix C contains the results for simple span, two-, and three-span continuous steel bridge samples. Included are the observed values of tolerable support movement, the results of the convergence assessment, and plots of tolerable support movement and each of the parameters studies in this research. C.1 Simple Span Steel ................................................................................................................................. C-2 C.1.1 Tolerable Support Movement Results ...................................................................................... C-2 C.1.2 Convergence Results ................................................................................................................. C-7 C.1.3 Bi-Variate Plots of Tolerable Movement .................................................................................. C-9 C.2 Two-Span Continuous Steel ............................................................................................................... C-12 C.2.1 Tolerable Support Movement Results .................................................................................... C-12 C.2.2 Convergence Results ............................................................................................................... C-28 C.2.3 Bi-Variate Plots of Tolerable Support Movement................................................................... C-35 C.3 Three-Span Continuous Steel ............................................................................................................ C-65 C.3.1 Tolerable Support Movement Results .................................................................................... C-65 C.3.2 Convergence Results ............................................................................................................... C-81 C.3.3 Bi-Variate Plots of Tolerable Support Movement................................................................... C-88
C-2 C.1 Simple Span Steel C.1.1 Tolerable Support Movement Results Table C-1 - Observed tolerable TD support movements for simple span steel bridges. Bridge ID Strength I Flexure TD at Abt Î [in.] Strength I Shear TD at Abt Î [in.] Service II TD at Abt Î [in.] Steel_1_1_1 2091.82 129.09 1671.79 Steel_1_1_2 1096.93 45.74 889.24 Steel_1_1_3 120.86 54.31 93.31 Steel_1_1_4 45583.03 298.78 25159.64 Steel_1_1_5 202.46 23.10 148.77 Steel_1_1_6 178.82 51.18 120.20 Steel_1_1_7 58.53 11.60 42.08 Steel_1_1_8 140.96 20.47 102.78 Steel_1_1_9 176.53 40.66 134.52 Steel_1_1_10 93.21 15.99 62.19 Steel_1_1_11 4625.31 81.34 3152.22 Steel_1_1_12 11213.47 69.79 4755.96 Steel_1_1_13 92.68 14.47 59.59 Steel_1_1_14 83.37 2.87 67.69 Steel_1_1_15 111.42 20.91 74.79 Steel_1_1_16 8961.72 178.25 6548.69 Steel_1_1_17 129.90 172.78 84.26 Steel_1_1_18 67.25 3.10 57.64 Steel_1_1_19 5128.38 146.21 3914.43 Steel_1_1_20 112.45 16.61 90.45 Steel_1_1_21 164.36 10.70 146.36 Steel_1_1_22 4659.14 146.87 2465.39 Steel_1_1_23 89.27 3.25 72.80 Steel_1_1_24 4550.20 96.42 2472.86 Steel_1_1_25 55.03 5.26 42.80 Steel_1_1_26 2643.13 111.09 2060.22 Steel_1_1_27 66.96 0.67 40.56 Steel_1_1_28 83.86 20.67 71.89 Steel_1_1_29 777.82 39.29 522.08 Steel_1_1_30 131.56 31.19 94.23 Steel_1_1_31 1028.65 45.10 514.23 Steel_1_1_32 38.01 1.18 27.53
C-3 Steel_1_1_33 79.47 1.69 65.98 Steel_1_1_34 129.75 19.54 109.92 Steel_1_1_35 111.35 5.24 96.11 Steel_1_1_36 113.94 4.06 96.23 Steel_1_1_37 12151.51 236.84 8578.30 Steel_1_1_38 112.78 17.63 85.11 Steel_1_1_39 97.18 53.28 59.07 Steel_1_1_40 91.47 11.24 70.63 Steel_1_1_41 109.17 21.13 76.45 Steel_1_1_42 43.79 0.00 30.01 Steel_1_1_43 18763.53 159.29 13907.56 Steel_1_1_44 1333.15 38.46 1212.67 Steel_1_1_45 86714.33 3442.97 45274.39 Steel_1_1_46 117.19 6.28 67.65 Steel_1_1_47 8008.53 1243.00 5063.55 Steel_1_1_48 1053.80 88.06 633.15 Steel_1_1_49 58.34 10.04 46.48 Steel_1_1_50 11042.16 298.93 7524.59 Steel_1_1_51 84.43 15.64 64.48 Steel_1_1_52 91.61 58.00 67.03 Steel_1_1_53 32533.49 1422.86 20919.15 Steel_1_1_54 47.52 1.51 35.69 Steel_1_1_55 17641.37 120.61 14505.57 Steel_1_1_56 26323.78 520.90 14028.45 Steel_1_1_57 3471.08 905.88 2599.77 Steel_1_1_58 10496.68 180.07 7157.43 Steel_1_1_59 16812.09 168.58 9568.37 Steel_1_1_60 68.09 4.15 43.05 Steel_1_1_61 23624.51 217.90 15614.60 Steel_1_1_62 565.52 51.82 312.65 Steel_1_1_63 82.12 22.24 70.84 Steel_1_1_64 38.64 2.66 24.39 Steel_1_1_65 54.03 3.57 39.17 Steel_1_1_66 75.24 3.07 50.94 Steel_1_1_67 193.23 9.53 158.62 Steel_1_1_68 134.71 72.60 97.87 Steel_1_1_69 42.06 13.88 23.42 Steel_1_1_70 48.11 15.84 21.65 Steel_1_1_71 6733.37 1020.69 5412.13 Steel_1_1_72 98.03 19.88 66.07 Steel_1_1_73 110.72 6.84 92.38
C-4 Steel_1_1_74 208.75 18.59 149.76 Steel_1_1_75 106.24 0.00 81.74 Steel_1_1_76 59.59 6.12 44.58 Steel_1_1_77 3048.60 87.17 2500.65 Steel_1_1_78 169.91 21.68 104.00 Steel_1_1_79 65.29 2.22 54.15 Steel_1_1_80 5505.05 109.25 4494.21 Steel_1_1_81 226.52 41.26 127.54 Steel_1_1_82 38089.98 2747.18 21481.86 Steel_1_1_83 59.04 0.63 40.64 Steel_1_1_84 58.76 12.02 43.29 Steel_1_1_85 605.52 45.95 428.87 Steel_1_1_86 181.43 11.02 134.03 Steel_1_1_87 6385.91 81.86 4520.03 Steel_1_1_88 128.42 36.60 90.05 Steel_1_1_89 52.34 4.55 37.13 Steel_1_1_90 45.02 4.07 35.16 Steel_1_1_91 78.40 8.11 41.53 Steel_1_1_92 86.62 0.00 71.48 Steel_1_1_93 118.96 23.11 92.51 Steel_1_1_94 84.85 10.57 50.03 Steel_1_1_95 48.51 6.54 37.53 Steel_1_1_96 205.74 90.84 142.73 Steel_1_1_97 2020.91 39.82 1849.44 Steel_1_1_98 83.09 12.28 63.47 Steel_1_1_99 51.53 3.29 44.83 Steel_1_1_100 136.19 5.31 84.68 Steel_1_2_1 107.93 0.00 62.17 Steel_1_2_2 80854.16 259.39 43723.55 Steel_1_2_3 103.87 21.37 67.99 Steel_1_2_4 83.20 1.00 68.36 Steel_1_2_5 92.53 3.54 75.16 Steel_1_2_6 86.49 1.45 59.87 Steel_1_2_7 90.32 7.08 74.01 Steel_1_2_8 1684.27 52.37 1012.07 Steel_1_2_9 96.42 20.56 73.31 Steel_1_2_10 8958.46 64.89 6166.43 Steel_1_2_11 1891.85 35.66 1170.65 Steel_1_2_12 1521.40 60.97 1175.40 Steel_1_2_13 4664.52 27.24 3897.56 Steel_1_2_14 32.88 3.39 18.14
C-5 Steel_1_2_15 40.71 0.00 23.82 Steel_1_2_16 59.05 0.00 46.50 Steel_1_2_17 49139.96 121.40 26156.72 Steel_1_2_18 52.74 0.46 37.15 Steel_1_2_19 14876.70 380.36 11532.53 Steel_1_2_20 161.22 30.22 105.15 Steel_1_2_21 3560.56 55.91 3076.83 Steel_1_2_22 7106.94 619.03 5301.00 Steel_1_2_23 82.23 7.58 54.05 Steel_1_2_24 38391.18 852.33 25469.62 Steel_1_2_25 57.37 14.92 27.72 Steel_1_2_26 1205.72 248.92 885.33 Steel_1_2_27 216.40 96.74 131.49 Steel_1_2_28 172.40 0.00 128.23 Steel_1_2_29 75.47 16.39 40.24 Steel_1_2_30 8793.77 197.18 6012.82 Steel_1_2_31 4732.29 40.48 3120.59 Steel_1_2_32 103.14 16.48 81.70 Steel_1_2_33 52.09 12.87 29.12 Steel_1_2_34 26561.56 129.44 21444.78 Steel_1_2_35 108.81 2.42 55.88 Steel_1_2_36 52.07 0.57 41.98 Steel_1_2_37 5292.95 684.49 3954.51 Steel_1_2_38 167.83 5.39 146.22 Steel_1_2_39 171.42 18.60 121.57 Steel_1_2_40 32.54 16.28 21.84 Steel_1_2_41 216.04 9.02 188.54 Steel_1_2_42 155.81 4.20 100.47 Steel_1_2_43 44.37 6.05 26.36 Steel_1_2_44 116.78 11.73 87.48 Steel_1_2_45 2724.24 55.09 1843.62 Steel_1_2_46 124.86 0.76 88.07 Steel_1_2_47 73.04 0.00 59.76 Steel_1_2_48 59.69 2.18 44.45 Steel_1_2_49 101.29 0.82 80.89 Steel_1_2_50 7367.03 79.89 5989.04 Steel_1_2_51 50.62 4.10 37.18 Steel_1_2_52 110.72 15.08 76.12 Steel_1_2_53 45.23 3.27 27.88 Steel_1_2_54 61.49 8.60 39.79 Steel_1_2_55 370.03 14.25 277.05
C-6 Steel_1_2_56 785.58 20.75 526.59 Steel_1_2_57 98.02 3.98 74.44 Steel_1_2_58 146.82 5.78 134.28 Steel_1_2_59 110.27 0.00 89.25 Steel_1_2_60 57.13 5.79 46.93 Steel_1_2_61 5161.27 96.99 4188.80 Steel_1_2_62 67.10 4.39 58.07 Steel_1_2_63 95.69 32.10 77.60 Steel_1_2_64 52.89 0.14 38.00 Steel_1_2_65 22822.08 1381.01 18358.05 Steel_1_2_66 161.75 0.00 135.81 Steel_1_2_67 78.46 7.43 43.53 Steel_1_2_68 40.94 6.27 22.06 Steel_1_2_69 88.14 7.91 60.14 Steel_1_2_70 506.15 34.75 357.62 Steel_1_2_71 107.69 3.45 91.56 Steel_1_2_72 131.74 3.28 108.04 Steel_1_2_73 88.25 7.47 55.98 Steel_1_2_74 4245.60 415.80 3119.42 Steel_1_2_75 122.78 17.93 89.50 Steel_1_2_76 35307.37 112.21 21383.12 Steel_1_2_77 80.76 9.77 52.50 Steel_1_2_78 59.34 13.29 44.80 Steel_1_2_79 94.60 38.31 75.29 Steel_1_2_80 17559.59 116.40 14431.98 Steel_1_2_81 86.55 1.57 66.43 Steel_1_2_82 706.41 17.04 552.83 Steel_1_2_83 118.36 1.78 76.56 Steel_1_2_84 90.24 1.67 79.53 Steel_1_2_85 4470.20 73.76 3130.38 Steel_1_2_86 127.48 7.61 105.49 Steel_1_2_87 95.11 0.00 72.60 Steel_1_2_88 1476.98 69.12 1048.09 Steel_1_2_89 149.80 0.00 118.31 Steel_1_2_90 40.35 6.60 25.78 Steel_1_2_91 15348.41 74.78 12331.20 Steel_1_2_92 37.61 0.40 25.52 Steel_1_2_93 92.83 6.16 62.01 Steel_1_2_94 159.47 27.15 112.81 Steel_1_2_95 2644.48 34.79 1914.68 Steel_1_2_96 73.64 5.38 65.81
C-7 Steel_1_2_97 167.95 241.52 85.95 Steel_1_2_98 6702.57 1022.87 4327.63 Steel_1_2_99 78.87 0.00 52.61 Steel_1_2_100 81572.92 299.22 46732.66 C.1.2 Convergence Results For TD movements of a simple span steel bridge, tolerable movements for the Strength I Flexure and Service II limit states were orders of magnitude greater than those observed for the Strength I Shear limit state. This is evident in the ECDF plots for Strength I Flexure and Service II tolerance. Only the Strength I Shear limit state is considered relevant. Table C-2 - Convergence data for each data set of simple span steel. Sample Set Movement Limit State Converged at N Samples KS-Value Simple Span Steel TD at Abutment Strength I Flexure 200 0.9990 Service II 200 0.9990 Strength I Shear 200 0.9853 Figure C-1 - ECDF plot showing convergence of simple span steel for TD movement at the Strength I Flexure limit state.
C-8 Figure C-2 - ECDF plot showing convergence of simple span steel for TD movement at the Service II limit state. Figure C-3 - ECDF plot showing convergence of simple span steel for TD movement at the Strength I Shear limit state.
C-9 C.1.3 Bi-Variate Plots of Tolerable Movement C.1.3.1 Strength I Shear â TD Movement Figure C-4 - Span Length versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Simple Span Steel bridge (vertical axis adjusted). Figure C-5 - Girder Spacing versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Simple Span Steel bridge (vertical axis adjusted).
C-10 Figure C-6 - Skew versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Simple Span Steel bridge (vertical axis adjusted). Figure C-7 - Width versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Simple Span Steel bridge (vertical axis adjusted).
C-11 Figure C-8 - Span-to-Depth Ratio versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Simple Span Steel bridge (vertical axis adjusted).
C-12 C.2 Two-Span Continuous Steel C.2.1 Tolerable Support Movement Results C.2.1.1 Strength I Flexure Table C-3 - Observed tolerable support movements for two-span steel bridges â Strength I Flexure. Bridge ID LD at Abt Î [in.] TD at Abt Î [in.] LD at Pier Î [in.] TD at Pier Î [in.] Steel_2_1_1 6.60 6.53 17.05 17.53 Steel_2_1_2 18.54 8.05 30.24 15.96 Steel_2_1_3 3.35 1.81 13.09 4.15 Steel_2_1_4 25.34 13.02 37.53 36.02 Steel_2_1_5 10.34 6.61 20.25 18.50 Steel_2_1_6 4.80 5.20 13.47 13.88 Steel_2_1_7 2.09 1.43 9.09 5.58 Steel_2_1_8 8.99 10.41 20.41 21.79 Steel_2_1_9 10.17 9.95 20.86 21.80 Steel_2_1_10 0.66 0.47 9.37 1.75 Steel_2_1_11 8.38 5.96 21.78 20.30 Steel_2_1_12 1.22 1.53 8.93 8.68 Steel_2_1_13 24.87 10.49 33.84 24.35 Steel_2_1_14 14.27 9.71 24.37 22.68 Steel_2_1_15 4.10 3.91 12.68 13.20 Steel_2_1_16 10.06 8.45 19.99 18.47 Steel_2_1_17 3.31 1.67 12.78 3.43 Steel_2_1_18 3.67 4.17 13.44 14.10 Steel_2_1_19 21.05 20.51 35.36 35.52 Steel_2_1_20 7.40 2.52 12.09 4.30 Steel_2_1_21 9.47 9.22 23.90 24.55 Steel_2_1_22 4.56 2.77 16.88 7.91 Steel_2_1_23 19.62 9.25 33.11 22.58 Steel_2_1_24 7.32 5.20 19.96 18.47 Steel_2_1_25 5.13 5.02 15.75 16.11 Steel_2_1_26 2.15 1.70 8.45 8.10 Steel_2_1_27 6.67 4.40 13.10 12.01 Steel_2_1_28 7.83 5.71 16.30 15.87 Steel_2_1_29 25.93 17.48 40.20 40.58 Steel_2_1_30 3.60 3.99 11.12 11.44 Steel_2_1_31 7.23 6.98 19.61 20.56
C-13 Steel_2_1_32 5.38 5.56 14.34 14.77 Steel_2_1_33 7.14 4.39 13.01 9.53 Steel_2_1_34 14.97 8.43 24.43 21.12 Steel_2_1_35 13.00 8.25 22.29 21.43 Steel_2_1_36 11.50 7.47 23.53 22.29 Steel_2_1_37 4.20 3.16 12.69 12.38 Steel_2_1_38 6.69 2.42 16.44 4.11 Steel_2_1_39 6.67 7.01 14.91 15.65 Steel_2_1_40 7.51 3.18 16.30 5.77 Steel_2_1_41 9.79 9.41 21.87 22.59 Steel_2_1_42 7.52 7.55 17.45 17.52 Steel_2_1_43 10.95 10.63 26.09 26.71 Steel_2_1_44 15.45 11.19 20.92 18.99 Steel_2_1_45 4.79 5.35 14.85 13.96 Steel_2_1_46 13.17 6.45 21.65 12.85 Steel_2_1_47 15.48 10.47 26.14 24.52 Steel_2_1_48 5.82 7.66 15.05 16.23 Steel_2_1_49 2.38 2.81 10.85 11.12 Steel_2_1_50 4.89 4.79 16.45 16.83 Steel_2_1_51 8.28 9.58 18.24 18.08 Steel_2_1_52 5.39 1.58 13.77 2.42 Steel_2_1_53 3.34 2.69 10.80 8.96 Steel_2_1_54 2.95 3.51 9.07 9.46 Steel_2_1_55 7.77 5.18 18.22 9.88 Steel_2_1_56 5.49 2.55 14.10 5.64 Steel_2_1_57 8.34 4.49 15.81 15.24 Steel_2_1_58 12.07 12.36 20.89 21.26 Steel_2_1_59 10.74 10.55 28.29 28.85 Steel_2_1_60 14.12 15.92 24.92 25.53 Steel_2_1_61 12.57 5.97 26.04 16.42 Steel_2_1_62 22.62 22.30 35.63 35.89 Steel_2_1_63 0.27 0.14 7.03 0.28 Steel_2_1_64 8.86 6.01 16.51 16.12 Steel_2_1_65 7.36 8.24 22.44 21.45 Steel_2_1_66 8.79 4.59 15.77 11.90 Steel_2_1_67 17.33 16.92 32.45 32.71 Steel_2_1_68 7.91 7.85 14.44 14.95 Steel_2_1_69 8.82 4.16 13.27 8.47 Steel_2_1_70 9.21 5.97 17.89 17.62 Steel_2_1_71 2.66 2.57 9.18 9.29 Steel_2_1_72 16.25 16.33 25.43 32.83
C-14 Steel_2_1_73 13.27 12.71 22.77 23.09 Steel_2_1_74 7.71 4.15 15.53 7.20 Steel_2_1_75 10.61 5.28 16.02 8.14 Steel_2_1_76 15.16 14.80 27.66 28.24 Steel_2_1_77 24.59 16.99 36.76 37.39 Steel_2_1_78 21.90 11.67 36.58 36.61 Steel_2_1_79 17.49 17.22 31.85 32.09 Steel_2_1_80 9.89 3.98 23.75 8.66 Steel_2_1_81 13.94 8.23 33.21 33.56 Steel_2_1_82 12.17 11.64 21.78 22.02 Steel_2_1_83 1.53 1.66 9.78 10.06 Steel_2_1_84 2.59 1.51 8.70 4.01 Steel_2_1_85 7.49 8.55 16.32 16.83 Steel_2_1_86 13.04 6.33 26.48 13.09 Steel_2_1_87 1.87 1.05 7.17 2.12 Steel_2_1_88 2.22 1.52 8.50 6.56 Steel_2_1_89 4.09 2.28 12.86 5.86 Steel_2_1_90 7.55 3.90 16.20 8.83 Steel_2_1_91 9.82 10.56 24.73 24.10 Steel_2_1_92 9.03 8.86 16.91 17.09 Steel_2_1_93 9.28 9.16 20.12 20.92 Steel_2_1_94 0.91 1.16 7.21 6.94 Steel_2_1_95 7.72 3.19 16.92 6.54 Steel_2_1_96 16.67 10.30 28.11 27.98 Steel_2_1_97 1.97 2.00 9.08 10.31 Steel_2_1_98 12.25 11.96 24.46 24.71 Steel_2_1_99 21.83 13.97 37.71 35.08 Steel_2_1_100 23.07 10.02 35.77 19.04 Steel_2_2_1 10.84 6.53 14.55 17.53 Steel_2_2_2 22.80 8.05 31.63 15.96 Steel_2_2_3 6.12 1.81 18.89 4.15 Steel_2_2_4 3.93 13.02 9.83 36.02 Steel_2_2_5 10.39 6.61 24.88 18.50 Steel_2_2_6 6.65 5.20 14.69 13.88 Steel_2_2_7 7.93 1.43 21.89 5.58 Steel_2_2_8 20.69 10.41 36.71 21.79 Steel_2_2_9 20.40 9.95 30.08 21.80 Steel_2_2_10 2.17 0.47 9.84 1.75 Steel_2_2_11 5.12 5.96 13.10 20.30 Steel_2_2_12 10.21 1.53 20.24 8.68 Steel_2_2_13 25.17 10.49 36.58 24.35
C-15 Steel_2_2_14 2.14 9.71 10.63 22.68 Steel_2_2_15 22.46 3.91 34.02 13.20 Steel_2_2_16 10.75 8.45 16.79 18.47 Steel_2_2_17 8.97 1.67 18.73 3.43 Steel_2_2_18 5.03 4.17 12.54 14.10 Steel_2_2_19 1.69 20.51 7.93 35.52 Steel_2_2_20 6.58 2.52 14.70 4.30 Steel_2_2_21 5.99 9.22 17.08 24.55 Steel_2_2_22 9.99 2.77 24.34 7.91 Steel_2_2_23 0.28 9.25 7.59 22.58 Steel_2_2_24 2.37 5.20 10.46 18.47 Steel_2_2_25 3.90 5.02 15.16 16.11 Steel_2_2_26 9.01 1.70 16.46 8.10 Steel_2_2_27 13.97 4.40 31.48 12.01 Steel_2_2_28 11.30 5.71 27.55 15.87 Steel_2_2_29 12.37 17.48 24.27 40.58 Steel_2_2_30 18.09 3.99 22.41 11.44 Steel_2_2_31 2.01 6.98 9.68 20.56 Steel_2_2_32 12.70 5.56 27.39 14.77 Steel_2_2_33 4.96 4.39 12.00 9.53 Steel_2_2_34 6.18 8.43 17.20 21.12 Steel_2_2_35 11.59 8.25 16.94 21.43 Steel_2_2_36 10.89 7.47 27.37 22.29 Steel_2_2_37 15.25 3.16 27.32 12.38 Steel_2_2_38 10.64 2.42 23.13 4.11 Steel_2_2_39 12.53 7.01 19.77 15.65 Steel_2_2_40 4.27 3.18 12.31 5.77 Steel_2_2_41 2.17 9.41 9.08 22.59 Steel_2_2_42 11.79 7.55 22.69 17.52 Steel_2_2_43 17.25 10.63 36.04 26.71 Steel_2_2_44 7.50 11.19 16.44 18.99 Steel_2_2_45 5.60 5.35 15.43 13.96 Steel_2_2_46 5.09 6.45 15.12 12.85 Steel_2_2_47 3.70 10.47 9.56 24.52 Steel_2_2_48 18.58 7.66 28.69 16.23 Steel_2_2_49 2.10 2.81 8.85 11.12 Steel_2_2_50 4.67 4.79 13.88 16.83 Steel_2_2_51 5.13 9.58 16.78 18.08 Steel_2_2_52 10.34 1.58 25.93 2.42 Steel_2_2_53 17.47 2.69 30.91 8.96 Steel_2_2_54 6.86 3.51 16.46 9.46
C-16 Steel_2_2_55 8.54 5.18 20.38 9.88 Steel_2_2_56 4.75 2.55 16.26 5.64 Steel_2_2_57 2.61 4.49 10.94 15.24 Steel_2_2_58 2.28 12.36 8.29 21.26 Steel_2_2_59 9.56 10.55 21.15 28.85 Steel_2_2_60 8.57 15.92 18.44 25.53 Steel_2_2_61 9.85 5.97 19.19 16.42 Steel_2_2_62 1.78 22.30 9.10 35.89 Steel_2_2_63 11.60 0.14 20.36 0.28 Steel_2_2_64 16.96 6.01 26.14 16.12 Steel_2_2_65 26.45 8.24 41.93 21.45 Steel_2_2_66 0.41 4.59 5.40 11.90 Steel_2_2_67 9.32 16.92 20.28 32.71 Steel_2_2_68 5.19 7.85 15.60 14.95 Steel_2_2_69 14.10 4.16 28.00 8.47 Steel_2_2_70 10.07 5.97 16.49 17.62 Steel_2_2_71 18.43 2.57 30.11 9.29 Steel_2_2_72 14.42 16.33 19.26 32.83 Steel_2_2_73 8.45 12.71 19.47 23.09 Steel_2_2_74 8.88 4.15 11.24 7.20 Steel_2_2_75 13.57 5.28 24.88 8.14 Steel_2_2_76 3.01 14.80 11.97 28.24 Steel_2_2_77 12.05 16.99 26.93 37.39 Steel_2_2_78 5.92 11.67 15.01 36.61 Steel_2_2_79 13.25 17.22 27.63 32.09 Steel_2_2_80 5.37 3.98 15.19 8.66 Steel_2_2_81 5.41 8.23 13.97 33.56 Steel_2_2_82 13.24 11.64 17.84 22.02 Steel_2_2_83 3.91 1.66 11.31 10.06 Steel_2_2_84 12.69 1.51 18.01 4.01 Steel_2_2_85 8.99 8.55 18.61 16.83 Steel_2_2_86 12.07 6.33 20.86 13.09 Steel_2_2_87 5.43 1.05 13.84 2.12 Steel_2_2_88 23.87 1.52 41.45 6.56 Steel_2_2_89 17.59 2.28 24.51 5.86 Steel_2_2_90 15.23 3.90 31.69 8.83 Steel_2_2_91 25.06 10.56 38.20 24.10 Steel_2_2_92 3.23 8.86 6.94 17.09 Steel_2_2_93 2.69 9.16 11.19 20.92 Steel_2_2_94 10.18 1.16 16.50 6.94 Steel_2_2_95 2.79 3.19 10.79 6.54
C-17 Steel_2_2_96 11.21 10.30 24.00 27.98 Steel_2_2_97 9.65 2.00 22.92 10.31 Steel_2_2_98 7.42 11.96 19.40 24.71 Steel_2_2_99 5.08 13.97 13.90 35.08 Steel_2_2_100 8.44 10.02 17.48 19.04
C-18 C.2.1.2 Strength I Shear Table C-4 - Observed tolerable support movements for two-span steel bridges â Strength I Shear Bridge ID LD at Abt Î [in.] TD at Abt Î [in.] LD at Pier Î [in.] TD at Pier Î [in.] Steel_2_1_1 45.91 38.88 28.79 25.19 Steel_2_1_2 39.93 3.89 14.27 4.15 Steel_2_1_3 26.04 9.25 8.73 5.75 Steel_2_1_4 36.38 0.26 1.12 0.20 Steel_2_1_5 61.21 12.52 29.54 11.54 Steel_2_1_6 28.16 24.41 14.63 12.90 Steel_2_1_7 12.73 6.19 4.82 2.79 Steel_2_1_8 45.75 37.27 24.86 21.10 Steel_2_1_9 75.20 59.08 43.82 35.77 Steel_2_1_10 19.99 6.74 5.25 2.93 Steel_2_1_11 50.24 15.41 30.07 14.18 Steel_2_1_12 25.41 13.40 9.81 6.78 Steel_2_1_13 109.23 1.35 4.90 1.10 Steel_2_1_14 34.41 8.58 12.08 5.38 Steel_2_1_15 27.25 20.62 11.33 8.87 Steel_2_1_16 65.10 20.44 37.39 17.79 Steel_2_1_17 20.66 5.62 4.59 3.08 Steel_2_1_18 23.58 20.11 11.34 9.97 Steel_2_1_19 52.34 42.22 34.33 28.45 Steel_2_1_20 41.76 7.30 23.53 6.72 Steel_2_1_21 68.54 54.83 40.15 32.91 Steel_2_1_22 31.11 10.59 10.38 6.46 Steel_2_1_23 31.84 7.03 31.44 5.56 Steel_2_1_24 44.16 17.02 20.37 10.51 Steel_2_1_25 30.02 25.20 15.94 13.81 Steel_2_1_26 12.82 10.01 5.99 4.30 Steel_2_1_27 40.81 11.03 21.96 8.80 Steel_2_1_28 60.98 14.79 36.72 15.37 Steel_2_1_29 66.74 7.10 29.68 7.58 Steel_2_1_30 18.74 4.03 3.70 2.01 Steel_2_1_31 43.05 31.60 23.46 17.85 Steel_2_1_32 38.73 31.36 16.05 14.09 Steel_2_1_33 10.60 7.25 6.96 3.88 Steel_2_1_34 22.53 2.10 4.70 1.39 Steel_2_1_35 24.36 5.52 8.66 3.86 Steel_2_1_36 32.88 7.28 11.71 4.25
C-19 Steel_2_1_37 19.91 9.10 5.12 3.26 Steel_2_1_38 35.41 4.40 9.87 3.95 Steel_2_1_39 42.64 36.29 19.72 16.82 Steel_2_1_40 21.43 2.17 4.08 1.45 Steel_2_1_41 45.28 37.81 16.48 13.78 Steel_2_1_42 22.53 16.79 19.16 8.69 Steel_2_1_43 50.45 39.54 28.71 22.98 Steel_2_1_44 55.74 19.37 37.19 16.96 Steel_2_1_45 20.55 5.55 9.52 5.01 Steel_2_1_46 27.59 2.25 4.30 1.48 Steel_2_1_47 31.45 10.03 13.76 6.25 Steel_2_1_48 39.09 37.33 22.62 20.15 Steel_2_1_49 23.68 19.89 10.67 9.29 Steel_2_1_50 26.10 21.56 12.99 10.89 Steel_2_1_51 48.58 34.35 37.70 27.77 Steel_2_1_52 32.02 2.48 6.26 2.22 Steel_2_1_53 17.99 5.71 6.35 3.00 Steel_2_1_54 30.88 26.80 12.36 11.02 Steel_2_1_55 38.29 6.10 13.28 6.01 Steel_2_1_56 19.20 6.04 9.76 5.24 Steel_2_1_57 37.97 4.81 17.49 4.36 Steel_2_1_58 35.73 28.38 20.82 17.23 Steel_2_1_59 54.12 45.59 30.94 26.76 Steel_2_1_60 77.36 62.65 55.69 46.55 Steel_2_1_61 35.00 3.82 15.74 3.53 Steel_2_1_62 45.63 39.94 27.20 23.55 Steel_2_1_63 15.38 13.61 4.44 4.06 Steel_2_1_64 53.99 13.53 33.78 13.36 Steel_2_1_65 39.61 9.30 17.27 8.00 Steel_2_1_66 70.50 15.17 31.30 14.32 Steel_2_1_67 51.81 42.46 30.74 26.41 Steel_2_1_68 56.14 46.89 38.98 33.61 Steel_2_1_69 40.77 6.67 14.10 5.67 Steel_2_1_70 54.64 11.09 32.82 12.80 Steel_2_1_71 15.46 13.13 5.38 4.57 Steel_2_1_72 59.08 26.91 65.53 23.88 Steel_2_1_73 26.41 19.66 14.35 10.84 Steel_2_1_74 13.23 0.70 0.90 0.51 Steel_2_1_75 20.36 2.98 6.69 2.46 Steel_2_1_76 77.67 54.23 32.87 28.60 Steel_2_1_77 71.47 11.29 44.82 14.50
C-20 Steel_2_1_78 41.00 3.82 21.27 5.01 Steel_2_1_79 45.39 38.94 27.19 23.57 Steel_2_1_80 38.71 6.36 22.58 7.37 Steel_2_1_81 61.78 8.21 39.87 12.03 Steel_2_1_82 25.63 18.53 13.23 9.85 Steel_2_1_83 24.37 21.01 8.48 7.64 Steel_2_1_84 19.38 4.41 4.94 2.79 Steel_2_1_85 51.60 46.95 29.84 27.40 Steel_2_1_86 32.59 4.54 10.70 3.23 Steel_2_1_87 9.40 4.99 2.28 1.80 Steel_2_1_88 19.63 7.88 7.95 5.03 Steel_2_1_89 18.64 6.10 5.93 3.26 Steel_2_1_90 39.27 9.32 12.96 7.15 Steel_2_1_91 67.39 22.94 29.89 15.75 Steel_2_1_92 20.71 17.93 9.63 8.12 Steel_2_1_93 62.02 53.73 32.93 29.52 Steel_2_1_94 15.52 8.46 6.31 4.23 Steel_2_1_95 34.24 4.22 11.89 3.97 Steel_2_1_96 30.18 6.62 11.01 4.07 Steel_2_1_97 23.39 21.71 9.05 8.03 Steel_2_1_98 34.12 28.15 17.83 15.17 Steel_2_1_99 50.93 7.92 26.93 8.90 Steel_2_1_100 602.52 6.09 21.88 5.61 Steel_2_2_1 80.69 38.88 54.88 25.19 Steel_2_2_2 28.43 3.89 1.28 4.15 Steel_2_2_3 29.10 9.25 15.05 5.75 Steel_2_2_4 7.02 0.26 3.48 0.20 Steel_2_2_5 41.86 12.52 20.23 11.54 Steel_2_2_6 45.04 24.41 23.15 12.90 Steel_2_2_7 34.95 6.19 29.52 2.79 Steel_2_2_8 78.52 37.27 42.10 21.10 Steel_2_2_9 400.19 59.08 15.57 35.77 Steel_2_2_10 13.71 6.74 4.86 2.93 Steel_2_2_11 23.59 15.41 6.57 14.18 Steel_2_2_12 75.20 13.40 41.84 6.78 Steel_2_2_13 59.04 1.35 26.28 1.10 Steel_2_2_14 34.38 8.58 14.60 5.38 Steel_2_2_15 0.00 20.62 0.00 8.87 Steel_2_2_16 14.45 20.44 7.47 17.79 Steel_2_2_17 43.69 5.62 20.75 3.08 Steel_2_2_18 30.94 20.11 15.70 9.97
C-21 Steel_2_2_19 14.82 42.22 7.22 28.45 Steel_2_2_20 36.58 7.30 19.32 6.72 Steel_2_2_21 41.26 54.83 21.57 32.91 Steel_2_2_22 46.49 10.59 24.79 6.46 Steel_2_2_23 23.14 7.03 8.11 5.56 Steel_2_2_24 11.26 17.02 6.10 10.51 Steel_2_2_25 80.86 25.20 4.69 13.81 Steel_2_2_26 23.05 10.01 2.84 4.30 Steel_2_2_27 66.27 11.03 27.28 8.80 Steel_2_2_28 82.99 14.79 61.41 15.37 Steel_2_2_29 41.81 7.10 15.24 7.58 Steel_2_2_30 22.45 4.03 4.83 2.01 Steel_2_2_31 17.93 31.60 4.47 17.85 Steel_2_2_32 62.13 31.36 32.32 14.09 Steel_2_2_33 28.11 7.25 14.68 3.88 Steel_2_2_34 43.18 2.10 20.17 1.39 Steel_2_2_35 90.18 5.52 59.46 3.86 Steel_2_2_36 82.80 7.28 36.68 4.25 Steel_2_2_37 41.55 9.10 12.35 3.26 Steel_2_2_38 63.01 4.40 37.94 3.95 Steel_2_2_39 22.81 36.29 7.56 16.82 Steel_2_2_40 15.72 2.17 8.29 1.45 Steel_2_2_41 17.75 37.81 7.67 13.78 Steel_2_2_42 68.80 16.79 81.29 8.69 Steel_2_2_43 560.62 39.54 2.13 22.98 Steel_2_2_44 55.59 19.37 33.74 16.96 Steel_2_2_45 30.22 5.55 14.05 5.01 Steel_2_2_46 27.33 2.25 9.23 1.48 Steel_2_2_47 16.32 10.03 7.43 6.25 Steel_2_2_48 34.51 37.33 13.95 20.15 Steel_2_2_49 16.64 19.89 6.19 9.29 Steel_2_2_50 33.02 21.56 14.51 10.89 Steel_2_2_51 29.09 34.35 14.85 27.77 Steel_2_2_52 73.56 2.48 46.76 2.22 Steel_2_2_53 40.50 5.71 28.76 3.00 Steel_2_2_54 39.02 26.80 17.10 11.02 Steel_2_2_55 26.71 6.10 16.34 6.01 Steel_2_2_56 22.89 6.04 5.48 5.24 Steel_2_2_57 23.62 4.81 9.87 4.36 Steel_2_2_58 14.52 28.38 7.29 17.23 Steel_2_2_59 23.91 45.59 13.77 26.76
C-22 Steel_2_2_60 39.84 62.65 19.71 46.55 Steel_2_2_61 65.80 3.82 37.69 3.53 Steel_2_2_62 8.94 39.94 4.28 23.55 Steel_2_2_63 60.65 13.61 29.04 4.06 Steel_2_2_64 35.69 13.53 16.78 13.36 Steel_2_2_65 57.48 9.30 18.86 8.00 Steel_2_2_66 5.32 15.17 1.87 14.32 Steel_2_2_67 61.76 42.46 33.20 26.41 Steel_2_2_68 46.38 46.89 13.47 33.61 Steel_2_2_69 34.21 6.67 22.28 5.67 Steel_2_2_70 67.73 11.09 37.13 12.80 Steel_2_2_71 40.94 13.13 22.45 4.57 Steel_2_2_72 25.09 26.91 10.56 23.88 Steel_2_2_73 20.70 19.66 8.53 10.84 Steel_2_2_74 52.22 0.70 3.03 0.51 Steel_2_2_75 50.90 2.98 20.30 2.46 Steel_2_2_76 13.22 54.23 3.16 28.60 Steel_2_2_77 87.96 11.29 57.68 14.50 Steel_2_2_78 40.46 3.82 15.52 5.01 Steel_2_2_79 52.23 38.94 30.11 23.57 Steel_2_2_80 18.31 6.36 6.89 7.37 Steel_2_2_81 37.14 8.21 19.04 12.03 Steel_2_2_82 262.30 18.53 14.73 9.85 Steel_2_2_83 29.22 21.01 14.12 7.64 Steel_2_2_84 91.97 4.41 60.64 2.79 Steel_2_2_85 69.19 46.95 45.08 27.40 Steel_2_2_86 50.77 4.54 19.81 3.23 Steel_2_2_87 28.12 4.99 13.49 1.80 Steel_2_2_88 64.69 7.88 50.68 5.03 Steel_2_2_89 21.36 6.10 27.58 3.26 Steel_2_2_90 66.13 9.32 31.15 7.15 Steel_2_2_91 24.71 22.94 19.52 15.75 Steel_2_2_92 5.86 17.93 1.84 8.12 Steel_2_2_93 30.78 53.73 16.00 29.52 Steel_2_2_94 46.15 8.46 23.36 4.23 Steel_2_2_95 15.18 4.22 4.10 3.97 Steel_2_2_96 44.56 6.62 13.78 4.07 Steel_2_2_97 62.99 21.71 38.97 8.03 Steel_2_2_98 49.09 28.15 22.33 15.17 Steel_2_2_99 17.54 7.92 4.29 8.90 Steel_2_2_100 50.42 6.09 22.38 5.61
C-23 C.2.1.3 Service II Table C-5 - Observed tolerable support movements for two-span steel bridges â Service II Bridge ID LD at Abt Î [in.] TD at Abt Î [in.] LD at Pier Î [in.] TD at Pier Î [in.] Steel_2_1_1 10.45 10.34 20.99 21.58 Steel_2_1_2 23.62 11.71 33.94 23.20 Steel_2_1_3 8.18 5.64 13.46 12.91 Steel_2_1_4 27.44 14.92 35.71 34.77 Steel_2_1_5 14.29 9.52 27.32 25.58 Steel_2_1_6 7.46 7.80 13.55 13.90 Steel_2_1_7 4.11 2.81 7.64 7.46 Steel_2_1_8 11.49 12.46 22.02 22.68 Steel_2_1_9 13.92 13.61 28.74 29.82 Steel_2_1_10 3.33 2.65 8.31 8.29 Steel_2_1_11 13.84 9.83 25.57 24.67 Steel_2_1_12 2.94 3.46 8.90 8.69 Steel_2_1_13 25.05 11.09 30.55 25.73 Steel_2_1_14 15.67 11.26 22.20 21.06 Steel_2_1_15 6.66 6.36 11.75 12.14 Steel_2_1_16 13.97 10.54 28.39 26.96 Steel_2_1_17 7.19 5.23 12.03 10.78 Steel_2_1_18 6.41 7.31 12.10 12.27 Steel_2_1_19 22.84 22.26 33.72 33.85 Steel_2_1_20 13.61 5.95 30.86 10.15 Steel_2_1_21 14.78 14.40 28.35 29.16 Steel_2_1_22 9.96 7.58 15.96 15.45 Steel_2_1_23 22.80 11.14 38.15 27.20 Steel_2_1_24 12.49 9.96 21.28 19.90 Steel_2_1_25 9.08 8.89 14.95 15.23 Steel_2_1_26 3.53 3.31 7.13 6.84 Steel_2_1_27 8.66 6.30 19.80 18.58 Steel_2_1_28 10.32 7.52 25.95 26.00 Steel_2_1_29 27.76 17.52 43.27 43.58 Steel_2_1_30 5.05 4.49 9.94 10.54 Steel_2_1_31 11.22 10.84 20.47 21.22 Steel_2_1_32 7.40 7.54 14.44 14.89 Steel_2_1_33 6.78 4.89 11.95 10.62 Steel_2_1_34 16.70 10.10 21.72 21.34 Steel_2_1_35 14.08 9.51 19.79 19.24 Steel_2_1_36 15.81 10.53 22.92 22.03
C-24 Steel_2_1_37 6.46 5.46 10.55 10.30 Steel_2_1_38 13.61 6.13 24.14 10.39 Steel_2_1_39 8.06 8.40 16.43 17.17 Steel_2_1_40 11.18 5.95 20.76 10.79 Steel_2_1_41 12.75 12.25 20.03 20.56 Steel_2_1_42 9.36 7.83 15.17 15.23 Steel_2_1_43 16.15 15.67 25.97 26.50 Steel_2_1_44 14.40 10.40 24.39 23.02 Steel_2_1_45 8.24 6.52 13.49 12.93 Steel_2_1_46 15.35 8.48 21.84 16.89 Steel_2_1_47 18.43 13.36 22.19 21.30 Steel_2_1_48 8.29 9.79 17.85 18.32 Steel_2_1_49 4.88 5.64 10.06 10.23 Steel_2_1_50 8.97 8.79 14.75 15.04 Steel_2_1_51 10.41 9.51 19.56 18.84 Steel_2_1_52 11.52 4.51 25.54 6.92 Steel_2_1_53 5.45 4.69 10.85 10.97 Steel_2_1_54 3.85 4.53 10.21 10.64 Steel_2_1_55 11.46 6.73 21.06 12.84 Steel_2_1_56 9.63 5.69 14.27 12.60 Steel_2_1_57 10.69 6.36 25.78 21.58 Steel_2_1_58 11.15 12.42 19.71 19.98 Steel_2_1_59 17.74 17.43 28.46 28.87 Steel_2_1_60 17.47 17.13 37.03 37.89 Steel_2_1_61 17.89 9.30 31.75 25.59 Steel_2_1_62 23.96 23.62 31.54 31.98 Steel_2_1_63 3.22 2.71 6.59 5.43 Steel_2_1_64 11.63 7.90 26.04 26.17 Steel_2_1_65 12.59 10.48 22.01 21.27 Steel_2_1_66 13.98 7.98 28.84 20.70 Steel_2_1_67 21.26 20.75 30.87 31.05 Steel_2_1_68 10.12 10.04 24.84 25.73 Steel_2_1_69 11.25 6.15 24.22 12.51 Steel_2_1_70 12.47 8.23 26.50 26.72 Steel_2_1_71 4.06 3.92 7.51 7.68 Steel_2_1_72 16.23 16.31 26.49 27.27 Steel_2_1_73 14.57 13.97 19.59 19.94 Steel_2_1_74 10.27 7.00 13.56 12.15 Steel_2_1_75 11.41 5.93 18.87 9.15 Steel_2_1_76 17.87 17.45 29.25 29.80 Steel_2_1_77 25.35 16.92 43.93 44.69
C-25 Steel_2_1_78 25.61 14.19 36.27 36.29 Steel_2_1_79 20.75 20.43 29.66 29.93 Steel_2_1_80 16.55 8.23 31.57 17.92 Steel_2_1_81 23.23 13.71 41.19 42.23 Steel_2_1_82 13.67 13.08 18.65 18.86 Steel_2_1_83 4.08 4.24 8.71 8.88 Steel_2_1_84 3.99 3.02 8.88 8.03 Steel_2_1_85 9.58 10.85 20.92 21.49 Steel_2_1_86 17.68 9.56 27.99 19.76 Steel_2_1_87 2.75 2.30 5.73 4.66 Steel_2_1_88 3.75 3.02 8.56 8.35 Steel_2_1_89 7.49 4.91 11.52 11.33 Steel_2_1_90 10.86 7.16 19.36 16.22 Steel_2_1_91 16.90 12.56 29.24 29.40 Steel_2_1_92 10.46 10.27 14.07 14.56 Steel_2_1_93 12.62 12.46 23.12 23.82 Steel_2_1_94 2.73 3.00 6.53 6.30 Steel_2_1_95 12.19 6.49 23.03 13.31 Steel_2_1_96 18.72 12.30 25.97 25.95 Steel_2_1_97 3.31 3.36 10.06 11.25 Steel_2_1_98 16.09 15.71 20.89 21.52 Steel_2_1_99 26.67 17.17 37.19 35.59 Steel_2_1_100 27.03 12.01 39.30 22.83 Steel_2_2_1 12.77 10.34 32.86 21.58 Steel_2_2_2 23.63 11.71 31.99 23.20 Steel_2_2_3 10.35 5.64 17.83 12.91 Steel_2_2_4 5.31 14.92 7.87 34.77 Steel_2_2_5 16.36 9.52 28.86 25.58 Steel_2_2_6 9.41 7.80 18.55 13.90 Steel_2_2_7 14.34 2.81 31.36 7.46 Steel_2_2_8 24.83 12.46 39.05 22.68 Steel_2_2_9 22.94 13.61 31.59 29.82 Steel_2_2_10 5.20 2.65 8.20 8.29 Steel_2_2_11 9.10 9.83 12.75 24.67 Steel_2_2_12 14.14 3.46 27.72 8.69 Steel_2_2_13 24.91 11.09 33.66 25.73 Steel_2_2_14 3.67 11.26 11.16 21.06 Steel_2_2_15 23.83 6.36 34.92 12.14 Steel_2_2_16 11.84 10.54 13.91 26.96 Steel_2_2_17 13.42 5.23 29.36 10.78 Steel_2_2_18 6.46 7.31 12.81 12.27
C-26 Steel_2_2_19 3.21 22.26 7.88 33.85 Steel_2_2_20 8.88 5.95 16.11 10.15 Steel_2_2_21 9.02 14.40 18.22 29.16 Steel_2_2_22 13.99 7.58 23.97 15.45 Steel_2_2_23 1.42 11.14 7.52 27.20 Steel_2_2_24 5.16 9.96 9.41 19.90 Steel_2_2_25 8.19 8.89 13.24 15.23 Steel_2_2_26 11.32 3.31 16.55 6.84 Steel_2_2_27 21.42 6.30 35.11 18.58 Steel_2_2_28 19.57 7.52 41.42 26.00 Steel_2_2_29 15.56 17.52 22.61 43.58 Steel_2_2_30 16.87 4.49 19.30 10.54 Steel_2_2_31 3.27 10.84 7.87 21.22 Steel_2_2_32 16.77 7.54 27.42 14.89 Steel_2_2_33 6.96 4.89 12.62 10.62 Steel_2_2_34 8.59 10.10 17.92 21.34 Steel_2_2_35 14.10 9.51 34.75 19.24 Steel_2_2_36 18.64 10.53 29.16 22.03 Steel_2_2_37 20.26 5.46 30.09 10.30 Steel_2_2_38 19.75 6.13 37.39 10.39 Steel_2_2_39 13.15 8.40 17.50 17.17 Steel_2_2_40 6.93 5.95 10.03 10.79 Steel_2_2_41 4.22 12.25 7.69 20.56 Steel_2_2_42 17.79 7.83 35.76 15.23 Steel_2_2_43 22.02 15.67 33.77 26.50 Steel_2_2_44 10.43 10.40 22.27 23.02 Steel_2_2_45 7.50 6.52 15.14 12.93 Steel_2_2_46 9.64 8.48 15.61 16.89 Steel_2_2_47 4.62 13.36 8.73 21.30 Steel_2_2_48 20.51 9.79 26.84 18.32 Steel_2_2_49 4.40 5.64 8.59 10.23 Steel_2_2_50 9.27 8.79 15.90 15.04 Steel_2_2_51 9.67 9.51 15.30 18.84 Steel_2_2_52 17.08 4.51 32.76 6.92 Steel_2_2_53 19.91 4.69 30.52 10.97 Steel_2_2_54 9.92 4.53 17.50 10.64 Steel_2_2_55 12.74 6.73 21.42 12.84 Steel_2_2_56 10.21 5.69 18.29 12.60 Steel_2_2_57 5.10 6.36 10.67 21.58 Steel_2_2_58 3.82 12.42 6.92 19.98 Steel_2_2_59 12.83 17.43 18.67 28.87
C-27 Steel_2_2_60 11.57 17.13 19.85 37.89 Steel_2_2_61 12.77 9.30 24.91 25.59 Steel_2_2_62 3.43 23.62 7.94 31.98 Steel_2_2_63 16.15 2.71 33.68 5.43 Steel_2_2_64 17.48 7.90 22.39 26.17 Steel_2_2_65 31.01 10.48 45.88 21.27 Steel_2_2_66 1.81 7.98 5.53 20.70 Steel_2_2_67 12.91 20.75 23.51 31.05 Steel_2_2_68 11.86 10.04 19.54 25.73 Steel_2_2_69 18.14 6.15 25.90 12.51 Steel_2_2_70 12.47 8.23 26.77 26.72 Steel_2_2_71 19.87 3.92 25.67 7.68 Steel_2_2_72 15.16 16.31 27.79 27.27 Steel_2_2_73 12.05 13.97 16.53 19.94 Steel_2_2_74 7.71 7.00 9.64 12.15 Steel_2_2_75 17.45 5.93 27.53 9.15 Steel_2_2_76 6.27 17.45 10.71 29.80 Steel_2_2_77 18.72 16.92 37.74 44.69 Steel_2_2_78 11.66 14.19 21.83 36.29 Steel_2_2_79 16.72 20.43 27.67 29.93 Steel_2_2_80 9.23 8.23 13.71 17.92 Steel_2_2_81 8.04 13.71 16.14 42.23 Steel_2_2_82 16.82 13.08 22.42 18.86 Steel_2_2_83 5.36 4.24 12.09 8.88 Steel_2_2_84 14.96 3.02 35.74 8.03 Steel_2_2_85 12.92 10.85 29.18 21.49 Steel_2_2_86 13.07 9.56 20.90 19.76 Steel_2_2_87 9.17 2.30 14.26 4.66 Steel_2_2_88 28.30 3.02 47.47 8.35 Steel_2_2_89 20.23 4.91 31.42 11.33 Steel_2_2_90 22.72 7.16 37.46 16.22 Steel_2_2_91 26.46 12.56 35.71 29.40 Steel_2_2_92 4.01 10.27 5.64 14.56 Steel_2_2_93 3.93 12.46 12.49 23.82 Steel_2_2_94 14.12 3.00 30.28 6.30 Steel_2_2_95 5.28 6.49 9.93 13.31 Steel_2_2_96 13.59 12.30 24.88 25.95 Steel_2_2_97 14.76 3.36 27.31 11.25 Steel_2_2_98 12.03 15.71 21.89 21.52 Steel_2_2_99 7.49 17.17 11.68 35.59 Steel_2_2_100 13.06 12.01 25.24 22.83
C-28 C.2.2 Convergence Results Table C-6 - Convergence data for each data set of two-span continuous steel. Sample Set Movement Limit State Converged at N Samples KS-Value Two-Span Steel LD at Abutment Strength I Flexure 200 0.9999 Service II 200 0.9990 Strength I Shear 200 0.9653 TD at Abutment Strength I Flexure 200 1.0000 Service II 200 0.9953 Strength I Shear 200 0.9853 LD at Pier Strength I Flexure 200 1.0000 Service II 200 0.9953 Strength I Shear 200 0.9653 TD at Pier Strength I Flexure 200 0.9999 Service II 200 0.9853 Strength I Shear 200 0.9853 Figure C-9 - ECDF plot showing convergence of two-span steel for LD movement at the abutment for the Strength I Flexure limit state.
C-29 Figure C-10 - ECDF plot showing convergence of two-span steel for LD movement at the abutment for the Service II limit state. Figure C-11 - ECDF plot showing convergence of two-span steel for LD movement at the abutment for the Strength I Shear limit state.
C-30 Figure C-12 - ECDF plot showing convergence of two-span steel for TD movement at the abutment for the Strength I Flexure limit state. Figure C-13 - ECDF plot showing convergence of two-span steel for TD movement at the abutment for the Service II limit state.
C-31 Figure C-14 - ECDF plot showing convergence of two-span steel for TD movement at the abutment for the Strength I Shear limit state. Figure C-15 - ECDF plot showing convergence of two-span steel for LD movement at the pier for the Strength I Flexure limit state.
C-32 Figure C-16 - ECDF plot showing convergence of two-span steel for LD movement at the pier for the Service II limit state. Figure C-17 - ECDF plot showing convergence of two-span steel for LD movement at the pier for the Strength I Shear limit state.
C-33 Figure C-18 - ECDF plot showing convergence of two-span steel for TD movement at the pier for the Strength I Flexure limit state. Figure C-19 - ECDF plot showing convergence of two-span steel for TD movement at the pier for the Service II limit state.
C-34 Figure C-20 - ECDF plot showing convergence of two-span steel for TD movement at the pier for the Strength I Shear limit state.
C-35 C.2.3 Bi-Variate Plots of Tolerable Support Movement C.2.3.1 Strength I Flexure Figure C-21 - Span Length versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a Two-Span Continuous Steel bridge. Figure C-22 - Girder Spacing versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a Two-Span Continuous Steel bridge.
C-36 Figure C-23 - Skew versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a Two-Span Continuous Steel bridge. Figure C-24 - Width versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a Two-Span Continuous Steel bridge.
C-37 Figure C-25 - Span-to-Depth Ratio versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a Two-Span Continuous Steel bridge. Figure C-26 - Span Length versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Two-Span Continuous Steel bridge.
C-38 Figure C-27 - Girder Spacing versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Two-Span Continuous Steel bridge. Figure C-28 - Skew versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Two-Span Continuous Steel bridge.
C-39 Figure C-29 - Width versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Two-Span Continuous Steel bridge. Figure C-30 - Span-to-Depth Ratio versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Two-Span Continuous Steel bridge.
C-40 Figure C-31 - Span Length versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a Two-Span Continuous Steel bridge. Figure C-32 - Girder Spacing versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a Two- Span Continuous Steel bridge.
C-41 Figure C-33 - Skew versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a Two-Span Continuous Steel bridge. Figure C-34 - Width versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a Two-Span Continuous Steel bridge.
C-42 Figure C-35 - Span-to-Depth Ratio versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a Two-Span Continuous Steel bridge. Figure C-36 - Span Length versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a Two- Span Continuous Steel bridge.
C-43 Figure C-37 - Girder Spacing versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a Two- Span Continuous Steel bridge. Figure C-38 = Skew versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a Two-Span Continuous Steel bridge.
C-44 Figure C-39 - Width versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a Two-Span Continuous Steel bridge. Figure C-40 - Span-to-Depth Ratio versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a Two-Span Continuous Steel bridge.
C-45 C.2.3.2 Strength I Shear Figure C-41 - Span Length versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a Two- Span Continuous Steel bridge. Figure C-42 -- Girder Spacing versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a Two-Span Continuous Steel bridge.
C-46 Figure C-43 - Skew versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a Two-Span Continuous Steel bridge. Figure C-44 -- Width versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a Two-Span Continuous Steel bridge.
C-47 Figure C-45 - Span-to-Depth Ratio versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a Two-Span Continuous Steel bridge. Figure C-46 - Span Length versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Two- Span Continuous Steel bridge.
C-48 Figure C-47 - Girder Spacing versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Two-Span Continuous Steel bridge. Figure C-48 - Skew versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Two-Span Continuous Steel bridge.
C-49 Figure C-49 - Width versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Two-Span Continuous Steel bridge. Figure C-50 - Span-to-Depth Ratio versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Two-Span Continuous Steel bridge.
C-50 Figure C-51 - Span Length versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a Two-Span Continuous Steel bridge. Figure C-52 - Girder Spacing versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a Two- Span Continuous Steel bridge.
C-51 Figure C-53 - Skew versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a Two-Span Continuous Steel bridge. Figure C-54 - Width versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a Two-Span Continuous Steel bridge.
C-52 Figure C-55 - Span-to-Depth Ratio versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a Two-Span Continuous Steel bridge. Figure C-56 - Span Length versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a Two-Span Continuous Steel bridge.
C-53 Figure C-57 - Girder Spacing versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a Two- Span Continuous Steel bridge. Figure C-58 - Skew versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a Two-Span Continuous Steel bridge.
C-54 Figure C-59 - Width versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a Two-Span Continuous Steel bridge. Figure C-60 - Span-to-Depth Ratio versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a Two-Span Continuous Steel bridge.
C-55 C.2.3.3 Service II Figure C-61 - - Span Length versus tolerable LD movement occurring at the abutment at the Service II limit state for a Two-Span Continuous Steel bridge. Figure C-62 - Girder Spacing versus tolerable LD movement occurring at the abutment at the Service II limit state for a Two-Span Continuous Steel bridge.
C-56 Figure C-63 - Skew versus tolerable LD movement occurring at the abutment at the Service II limit state for a Two-Span Continuous Steel bridge. Figure C-64 - Width versus tolerable LD movement occurring at the abutment at the Service II limit state for a Two-Span Continuous Steel bridge.
C-57 Figure C-65 - Span-to-Depth Ratio versus tolerable LD movement occurring at the abutment at the Service II limit state for a Two-Span Continuous Steel bridge. Figure C-66 - Span Length versus tolerable TD movement occurring at the abutment at the Service II limit state for a Two-Span Continuous Steel bridge.
C-58 Figure C-67 - Girder Spacing versus tolerable TD movement occurring at the abutment at the Service II limit state for a Two-Span Continuous Steel bridge. Figure C-68 - Skew versus tolerable TD movement occurring at the abutment at the Service II limit state for a Two-Span Continuous Steel bridge.
C-59 Figure C-69 - Width versus tolerable TD movement occurring at the abutment at the Service II limit state for a Two-Span Continuous Steel bridge. Figure C-70 - Span-to-Depth Ratio versus tolerable TD movement occurring at the abutment at the Service II limit state for a Two-Span Continuous Steel bridge.
C-60 Figure C-71 - Span Length versus tolerable LD movement occurring at the pier at the Service II limit state for a Two-Span Continuous Steel bridge. Figure C-72 - Girder Spacing versus tolerable LD movement occurring at the pier at the Service II limit state for a Two-Span Continuous Steel bridge.
C-61 Figure C-73 - Skew versus tolerable LD movement occurring at the pier at the Service II limit state for a Two-Span Continuous Steel bridge. Figure C-74 - Width versus tolerable LD movement occurring at the pier at the Service II limit state for a Two-Span Continuous Steel bridge.
C-62 Figure C-75 - Span-to-Depth Ratio versus tolerable LD movement occurring at the pier at the Service II limit state for a Two-Span Continuous Steel bridge Figure C-76 - Span Length versus tolerable TD movement occurring at the pier at the Service II limit state for a Two-Span Continuous Steel bridge.
C-63 Figure C-77 - Girder Spacing versus tolerable TD movement occurring at the pier at the Service II limit state for a Two-Span Continuous Steel bridge. Figure C-78 - Skew versus tolerable TD movement occurring at the pier at the Service II limit state for a Two-Span Continuous Steel bridge.
C-64 Figure C-79 - Width versus tolerable TD movement occurring at the pier at the Service II limit state for a Two-Span Continuous Steel bridge. Figure C-80 - Span-to-Depth Ratio versus tolerable TD movement occurring at the pier at the Service II limit state for a Two-Span Continuous Steel bridge.
C-65 C.3 Three-Span Continuous Steel C.3.1 Tolerable Support Movement Results C.3.1.1 Strength I Flexure Table C-7 - Observed tolerable support movements for three-span steel bridges â Strength I Flexure. Bridge ID LD at Abt Î [in.] TD at Abt Î [in.] LD at Pier Î [in.] TD at Pier Î [in.] Steel_3_1_1 3.76 5.05 2.62 3.56 Steel_3_1_2 0.74 1.17 0.50 0.77 Steel_3_1_3 6.54 6.75 4.54 4.87 Steel_3_1_4 3.10 3.90 2.52 3.01 Steel_3_1_5 8.77 12.04 5.86 8.23 Steel_3_1_6 20.20 7.20 14.63 6.66 Steel_3_1_7 0.62 0.67 0.51 0.46 Steel_3_1_8 14.02 10.69 9.35 7.32 Steel_3_1_9 5.14 3.80 3.41 3.45 Steel_3_1_10 1.32 1.63 0.88 1.10 Steel_3_1_11 4.50 4.45 2.99 3.02 Steel_3_1_12 2.13 2.69 1.46 1.87 Steel_3_1_13 5.07 6.42 3.39 4.29 Steel_3_1_14 30.55 16.58 20.74 11.95 Steel_3_1_15 24.85 24.23 16.41 16.12 Steel_3_1_16 14.99 9.72 10.25 7.20 Steel_3_1_17 15.40 11.57 10.46 7.71 Steel_3_1_18 3.85 3.79 2.55 2.58 Steel_3_1_19 11.47 8.84 8.46 7.07 Steel_3_1_20 2.27 1.40 2.73 3.32 Steel_3_1_21 4.17 3.53 2.81 3.64 Steel_3_1_22 15.09 14.64 11.10 10.80 Steel_3_1_23 26.32 12.00 18.12 9.48 Steel_3_1_24 7.94 6.59 6.08 5.14 Steel_3_1_25 12.96 9.63 9.60 8.81 Steel_3_1_26 5.22 2.75 5.47 4.12 Steel_3_1_27 15.01 8.27 13.48 8.59 Steel_3_1_28 0.54 0.69 0.42 0.52 Steel_3_1_29 11.72 6.60 9.42 6.18 Steel_3_1_30 2.42 3.00 1.76 2.27 Steel_3_1_31 1.91 2.97 1.40 2.07
C-66 Steel_3_1_32 1.35 0.95 1.56 1.97 Steel_3_1_33 10.49 6.46 7.47 5.91 Steel_3_1_34 6.22 6.22 6.31 6.64 Steel_3_1_35 19.65 19.32 13.64 13.58 Steel_3_1_36 0.00 0.00 0.01 0.03 Steel_3_1_37 6.05 6.02 5.01 5.29 Steel_3_1_38 18.58 9.08 13.55 8.42 Steel_3_1_39 25.79 12.08 17.81 9.82 Steel_3_1_40 9.28 9.29 6.52 6.62 Steel_3_1_41 3.67 2.73 2.74 3.78 Steel_3_1_42 8.98 8.84 6.27 6.27 Steel_3_1_43 25.27 13.11 17.62 10.03 Steel_3_1_44 1.07 1.15 0.79 0.84 Steel_3_1_45 15.41 5.73 10.76 5.57 Steel_3_1_46 0.41 0.54 0.28 0.33 Steel_3_1_47 6.86 6.65 4.58 4.50 Steel_3_1_48 5.75 5.65 3.81 3.80 Steel_3_1_49 9.71 11.54 6.48 7.67 Steel_3_1_50 9.17 4.61 6.62 4.79 Steel_3_1_51 11.23 10.03 7.52 7.65 Steel_3_1_52 9.75 9.56 6.48 6.55 Steel_3_1_53 0.00 0.00 0.00 0.00 Steel_3_1_54 5.81 5.72 3.87 3.86 Steel_3_1_55 8.84 7.19 6.07 5.19 Steel_3_1_56 30.16 29.40 21.25 20.83 Steel_3_1_57 3.34 3.92 2.68 3.10 Steel_3_1_58 9.48 11.93 6.35 8.00 Steel_3_1_59 1.44 1.79 0.97 1.23 Steel_3_1_60 2.83 3.29 1.98 2.30 Steel_3_1_61 11.44 7.81 7.71 6.25 Steel_3_1_62 15.17 12.34 10.10 8.83 Steel_3_1_63 13.00 12.91 8.69 8.80 Steel_3_1_64 7.06 5.84 4.70 4.53 Steel_3_1_65 4.90 5.18 3.53 3.94 Steel_3_1_66 11.62 7.99 7.69 6.45 Steel_3_1_67 10.78 14.41 7.20 9.65 Steel_3_1_68 9.90 10.81 6.59 6.62 Steel_3_1_69 3.42 1.89 2.30 2.55 Steel_3_1_70 17.45 14.07 12.44 10.84 Steel_3_1_71 6.31 7.66 3.90 4.54 Steel_3_1_72 3.92 4.20 2.38 2.64
C-67 Steel_3_1_73 4.69 5.78 3.14 3.88 Steel_3_1_74 3.05 3.51 2.11 2.46 Steel_3_1_75 16.52 13.03 11.06 8.91 Steel_3_1_76 1.67 2.66 1.12 1.78 Steel_3_1_77 9.57 8.52 6.49 7.41 Steel_3_1_78 14.56 15.32 9.86 11.05 Steel_3_1_79 9.48 9.19 6.49 7.02 Steel_3_1_80 13.14 12.84 8.77 8.87 Steel_3_1_81 4.63 3.44 3.11 2.67 Steel_3_1_82 19.24 20.11 12.81 13.33 Steel_3_1_83 11.15 10.10 7.44 7.01 Steel_3_1_84 16.41 12.24 10.87 9.15 Steel_3_1_85 24.11 24.03 16.12 16.06 Steel_3_1_86 14.53 14.46 9.68 9.75 Steel_3_1_87 3.02 3.45 2.10 2.55 Steel_3_1_88 6.20 6.87 4.21 4.85 Steel_3_1_89 11.08 5.15 8.05 4.32 Steel_3_1_90 25.87 20.47 17.46 14.24 Steel_3_1_91 5.71 6.04 3.90 4.32 Steel_3_1_92 15.62 10.90 10.29 7.95 Steel_3_1_93 10.66 11.83 7.11 7.90 Steel_3_1_94 15.68 7.84 10.02 5.70 Steel_3_1_95 11.82 14.84 7.89 9.89 Steel_3_1_96 3.19 2.35 2.22 2.56 Steel_3_1_97 12.20 9.08 8.05 6.79 Steel_3_1_98 17.45 10.62 11.62 8.11 Steel_3_1_99 14.42 4.69 10.31 5.42 Steel_3_1_100 28.10 28.83 18.72 19.33 Steel_3_2_1 1.67 5.05 1.15 3.56 Steel_3_2_2 2.42 1.17 1.63 0.77 Steel_3_2_3 5.67 6.75 3.79 4.87 Steel_3_2_4 6.26 3.90 4.19 3.01 Steel_3_2_5 22.46 12.04 14.91 8.23 Steel_3_2_6 10.83 7.20 7.37 6.66 Steel_3_2_7 5.54 0.67 3.71 0.46 Steel_3_2_8 9.22 10.69 6.79 7.32 Steel_3_2_9 7.98 3.80 5.29 3.45 Steel_3_2_10 2.53 1.63 1.75 1.10 Steel_3_2_11 8.41 4.45 5.83 3.02 Steel_3_2_12 2.86 2.69 1.92 1.87 Steel_3_2_13 29.40 6.42 20.24 4.29
C-68 Steel_3_2_14 6.38 16.58 4.42 11.95 Steel_3_2_15 12.06 24.23 7.99 16.12 Steel_3_2_16 4.45 9.72 2.97 7.20 Steel_3_2_17 11.73 11.57 7.75 7.71 Steel_3_2_18 6.72 3.79 4.47 2.58 Steel_3_2_19 3.84 8.84 2.65 7.07 Steel_3_2_20 20.09 1.40 14.77 3.32 Steel_3_2_21 11.86 3.53 8.20 3.64 Steel_3_2_22 5.19 14.64 3.47 10.80 Steel_3_2_23 2.88 12.00 1.84 9.48 Steel_3_2_24 24.10 6.59 16.44 5.14 Steel_3_2_25 16.67 9.63 11.11 8.81 Steel_3_2_26 6.02 2.75 3.94 4.12 Steel_3_2_27 11.28 8.27 7.45 8.59 Steel_3_2_28 3.75 0.69 2.49 0.52 Steel_3_2_29 27.93 6.60 19.17 6.18 Steel_3_2_30 2.77 3.00 1.85 2.27 Steel_3_2_31 26.05 2.97 17.14 2.07 Steel_3_2_32 7.02 0.95 4.55 1.97 Steel_3_2_33 3.64 6.46 2.50 5.91 Steel_3_2_34 2.77 6.22 1.86 6.64 Steel_3_2_35 0.24 19.32 0.16 13.58 Steel_3_2_36 12.24 0.00 6.76 0.03 Steel_3_2_37 9.10 6.02 6.15 5.29 Steel_3_2_38 13.10 9.08 8.64 8.42 Steel_3_2_39 10.78 12.08 7.21 9.82 Steel_3_2_40 2.37 9.29 1.63 6.62 Steel_3_2_41 9.32 2.73 6.24 3.78 Steel_3_2_42 21.16 8.84 14.58 6.27 Steel_3_2_43 12.37 13.11 8.33 10.03 Steel_3_2_44 16.05 1.15 10.62 0.84 Steel_3_2_45 3.53 5.73 2.35 5.57 Steel_3_2_46 17.56 0.54 11.65 0.33 Steel_3_2_47 4.25 6.65 3.10 4.50 Steel_3_2_48 10.52 5.65 6.93 3.80 Steel_3_2_49 5.51 11.54 3.69 7.67 Steel_3_2_50 9.50 4.61 6.35 4.79 Steel_3_2_51 0.98 10.03 0.68 7.65 Steel_3_2_52 17.04 9.56 12.46 6.55 Steel_3_2_53 3.75 0.00 2.67 0.00 Steel_3_2_54 2.65 5.72 1.84 3.86
C-69 Steel_3_2_55 2.42 7.19 1.62 5.19 Steel_3_2_56 8.61 29.40 6.18 20.83 Steel_3_2_57 1.36 3.92 0.91 3.10 Steel_3_2_58 19.94 11.93 13.27 8.00 Steel_3_2_59 19.67 1.79 12.87 1.23 Steel_3_2_60 21.69 3.29 14.30 2.30 Steel_3_2_61 10.51 7.81 7.12 6.25 Steel_3_2_62 16.87 12.34 11.49 8.83 Steel_3_2_63 8.63 12.91 5.81 8.80 Steel_3_2_64 17.20 5.84 12.40 4.53 Steel_3_2_65 13.98 5.18 9.30 3.94 Steel_3_2_66 10.59 7.99 7.04 6.45 Steel_3_2_67 4.95 14.41 3.43 9.65 Steel_3_2_68 9.31 10.81 6.39 6.62 Steel_3_2_69 10.27 1.89 6.85 2.55 Steel_3_2_70 0.29 14.07 0.20 10.84 Steel_3_2_71 14.86 7.66 9.82 4.54 Steel_3_2_72 12.46 4.20 8.19 2.64 Steel_3_2_73 1.18 5.78 0.84 3.88 Steel_3_2_74 10.81 3.51 7.55 2.46 Steel_3_2_75 4.73 13.03 3.24 8.91 Steel_3_2_76 11.27 2.66 7.36 1.78 Steel_3_2_77 3.51 8.52 2.37 7.41 Steel_3_2_78 4.40 15.32 2.86 11.05 Steel_3_2_79 6.75 9.19 4.51 7.02 Steel_3_2_80 3.67 12.84 2.51 8.87 Steel_3_2_81 9.09 3.44 6.05 2.67 Steel_3_2_82 11.87 20.11 8.11 13.33 Steel_3_2_83 15.22 10.10 10.09 7.01 Steel_3_2_84 20.50 12.24 13.22 9.15 Steel_3_2_85 18.85 24.03 12.85 16.06 Steel_3_2_86 6.76 14.46 4.52 9.75 Steel_3_2_87 15.06 3.45 9.97 2.55 Steel_3_2_88 7.13 6.87 4.82 4.85 Steel_3_2_89 34.36 5.15 22.70 4.32 Steel_3_2_90 26.46 20.47 17.43 14.24 Steel_3_2_91 7.40 6.04 3.46 4.32 Steel_3_2_92 7.00 10.90 4.68 7.95 Steel_3_2_93 29.47 11.83 19.84 7.90 Steel_3_2_94 8.46 7.84 5.67 5.70 Steel_3_2_95 1.46 14.84 0.98 9.89
C-70 Steel_3_2_96 26.69 2.35 18.80 2.56 Steel_3_2_97 20.60 9.08 13.70 6.79 Steel_3_2_98 2.99 10.62 2.21 8.11 Steel_3_2_99 4.18 4.69 2.72 5.42 Steel_3_2_100 18.75 28.83 12.49 19.33
C-71 C.3.1.2 Strength I Shear Table C-8 - Observed tolerable support movements for three-span steel bridges â Strength I Shear. Bridge ID LD at Abt Î [in.] TD at Abt Î [in.] LD at Pier Î [in.] TD at Pier Î [in.] Steel_3_1_1 14.17 9.39 6.87 4.77 Steel_3_1_2 18.34 15.88 7.12 6.13 Steel_3_1_3 47.20 11.69 24.77 7.56 Steel_3_1_4 14.66 13.56 6.14 5.20 Steel_3_1_5 100.09 85.49 32.76 31.63 Steel_3_1_6 0.00 0.00 0.00 0.00 Steel_3_1_7 11.85 3.14 2.08 1.60 Steel_3_1_8 56.91 14.60 10.55 6.26 Steel_3_1_9 41.14 17.54 16.16 8.53 Steel_3_1_10 25.46 25.70 8.84 8.86 Steel_3_1_11 16.29 15.60 5.39 5.24 Steel_3_1_12 16.57 9.87 7.24 4.31 Steel_3_1_13 32.89 26.38 10.22 9.68 Steel_3_1_14 176.77 37.80 69.79 23.82 Steel_3_1_15 51.48 55.24 17.32 17.19 Steel_3_1_16 33.10 9.48 14.70 5.48 Steel_3_1_17 97.02 68.13 46.77 29.74 Steel_3_1_18 21.89 20.31 7.12 6.88 Steel_3_1_19 0.00 0.00 0.00 0.00 Steel_3_1_20 30.94 12.03 15.42 9.38 Steel_3_1_21 29.12 12.58 11.56 7.87 Steel_3_1_22 34.35 35.40 12.51 13.50 Steel_3_1_23 24.41 4.47 11.67 4.50 Steel_3_1_24 13.03 5.79 5.43 4.10 Steel_3_1_25 33.81 8.02 18.66 7.58 Steel_3_1_26 34.29 4.76 16.57 5.16 Steel_3_1_27 46.57 7.90 19.78 8.21 Steel_3_1_28 17.59 15.64 6.10 5.84 Steel_3_1_29 35.72 6.82 18.13 5.76 Steel_3_1_30 18.80 5.74 5.53 3.63 Steel_3_1_31 8.48 7.64 5.68 5.47 Steel_3_1_32 27.21 10.25 12.26 7.70 Steel_3_1_33 20.03 5.46 8.55 4.98 Steel_3_1_34 60.92 56.38 25.12 24.82 Steel_3_1_35 40.35 35.87 14.02 13.48 Steel_3_1_36 23.64 20.68 9.89 9.56
C-72 Steel_3_1_37 40.49 37.88 16.08 15.83 Steel_3_1_38 12.35 0.39 7.30 2.10 Steel_3_1_39 49.88 3.13 14.72 3.38 Steel_3_1_40 53.63 51.63 18.33 18.22 Steel_3_1_41 46.24 19.61 19.51 12.44 Steel_3_1_42 24.50 22.28 8.65 8.36 Steel_3_1_43 44.26 5.75 14.57 4.92 Steel_3_1_44 22.66 15.38 8.89 6.99 Steel_3_1_45 26.34 2.51 4.79 1.76 Steel_3_1_46 18.74 16.26 8.35 8.56 Steel_3_1_47 22.96 23.67 7.93 8.51 Steel_3_1_48 21.06 26.90 7.28 9.19 Steel_3_1_49 31.52 26.34 9.93 9.28 Steel_3_1_50 29.57 1.86 3.33 1.26 Steel_3_1_51 59.60 20.34 16.68 9.82 Steel_3_1_52 38.30 32.31 12.13 11.66 Steel_3_1_53 17.81 16.22 6.52 6.39 Steel_3_1_54 42.45 35.15 13.04 12.45 Steel_3_1_55 30.97 16.22 7.88 5.71 Steel_3_1_56 60.64 51.10 21.73 20.85 Steel_3_1_57 14.86 12.86 6.52 4.54 Steel_3_1_58 24.80 27.53 8.53 9.32 Steel_3_1_59 20.44 16.98 8.50 6.31 Steel_3_1_60 30.41 13.70 13.70 7.80 Steel_3_1_61 50.41 18.74 21.05 10.44 Steel_3_1_62 40.07 12.74 13.48 6.25 Steel_3_1_63 28.22 27.99 9.80 9.82 Steel_3_1_64 54.52 51.19 20.06 22.74 Steel_3_1_65 35.41 8.73 10.69 5.81 Steel_3_1_66 81.22 28.00 32.93 14.19 Steel_3_1_67 59.19 52.21 18.38 17.81 Steel_3_1_68 18.37 16.52 8.10 7.18 Steel_3_1_69 42.78 14.97 17.22 9.07 Steel_3_1_70 43.28 8.79 19.94 6.76 Steel_3_1_71 16.91 15.85 8.74 8.64 Steel_3_1_72 16.03 16.60 6.40 5.78 Steel_3_1_73 15.51 12.49 4.82 4.58 Steel_3_1_74 18.45 17.65 6.81 5.11 Steel_3_1_75 30.33 11.20 11.55 5.50 Steel_3_1_76 26.97 28.77 9.26 10.03 Steel_3_1_77 52.99 7.48 15.94 6.44
C-73 Steel_3_1_78 54.60 29.92 20.99 14.22 Steel_3_1_79 40.86 11.23 16.17 6.31 Steel_3_1_80 66.14 72.07 22.47 25.48 Steel_3_1_81 43.97 12.81 9.77 6.10 Steel_3_1_82 37.30 34.04 11.87 11.47 Steel_3_1_83 33.01 18.15 13.61 8.12 Steel_3_1_84 71.38 21.04 20.71 10.70 Steel_3_1_85 42.63 41.44 14.36 14.48 Steel_3_1_86 69.51 62.33 21.58 21.15 Steel_3_1_87 16.49 14.31 8.31 8.31 Steel_3_1_88 41.76 10.13 9.04 4.76 Steel_3_1_89 0.00 0.00 0.00 0.00 Steel_3_1_90 48.33 21.12 18.27 10.10 Steel_3_1_91 23.48 21.79 10.72 12.73 Steel_3_1_92 45.20 15.86 17.91 8.08 Steel_3_1_93 28.67 25.12 8.86 8.70 Steel_3_1_94 84.64 6.91 10.12 4.58 Steel_3_1_95 108.95 100.17 34.77 34.11 Steel_3_1_96 33.84 10.85 16.42 6.88 Steel_3_1_97 44.04 18.70 16.22 9.13 Steel_3_1_98 64.55 29.91 28.75 16.32 Steel_3_1_99 30.60 2.91 5.82 2.44 Steel_3_1_100 76.55 64.17 22.67 20.65 Steel_3_2_1 24.30 9.39 10.39 4.77 Steel_3_2_2 30.51 15.88 10.00 6.13 Steel_3_2_3 68.27 11.69 21.49 7.56 Steel_3_2_4 58.30 13.56 17.65 5.20 Steel_3_2_5 33.69 85.49 11.44 31.63 Steel_3_2_6 28.10 0.00 10.51 0.00 Steel_3_2_7 24.91 3.14 8.57 1.60 Steel_3_2_8 31.53 14.60 12.12 6.26 Steel_3_2_9 74.81 17.54 7.83 8.53 Steel_3_2_10 11.08 25.70 5.33 8.86 Steel_3_2_11 36.49 15.60 14.05 5.24 Steel_3_2_12 39.75 9.87 13.78 4.31 Steel_3_2_13 10.75 26.38 1.30 9.68 Steel_3_2_14 39.80 37.80 17.54 23.82 Steel_3_2_15 36.42 55.24 12.42 17.19 Steel_3_2_16 19.53 9.48 6.72 5.48 Steel_3_2_17 26.85 68.13 11.21 29.74 Steel_3_2_18 46.34 20.31 18.47 6.88
C-74 Steel_3_2_19 23.33 0.00 4.59 0.00 Steel_3_2_20 0.00 12.03 0.00 9.38 Steel_3_2_21 110.52 12.58 13.00 7.87 Steel_3_2_22 44.19 35.40 15.10 13.50 Steel_3_2_23 35.14 4.47 12.35 4.50 Steel_3_2_24 159.24 5.79 35.81 4.10 Steel_3_2_25 63.09 8.02 21.33 7.58 Steel_3_2_26 20.70 4.76 6.29 5.16 Steel_3_2_27 71.70 7.90 21.52 8.21 Steel_3_2_28 20.59 15.64 8.28 5.84 Steel_3_2_29 42.39 6.82 11.77 5.76 Steel_3_2_30 44.96 5.74 14.67 3.63 Steel_3_2_31 53.48 7.64 18.39 5.47 Steel_3_2_32 14.24 10.25 2.30 7.70 Steel_3_2_33 30.11 5.46 13.43 4.98 Steel_3_2_34 12.52 56.38 4.60 24.82 Steel_3_2_35 33.03 35.87 11.55 13.48 Steel_3_2_36 20.07 20.68 9.47 9.56 Steel_3_2_37 44.35 37.88 19.02 15.83 Steel_3_2_38 47.18 0.39 22.25 2.10 Steel_3_2_39 39.83 3.13 14.12 3.38 Steel_3_2_40 12.80 51.63 4.74 18.22 Steel_3_2_41 37.33 19.61 14.67 12.44 Steel_3_2_42 0.10 22.28 0.01 8.36 Steel_3_2_43 47.56 5.75 19.44 4.92 Steel_3_2_44 103.73 15.38 31.34 6.99 Steel_3_2_45 44.61 2.51 17.48 1.76 Steel_3_2_46 68.22 16.26 20.92 8.56 Steel_3_2_47 6.23 23.67 2.41 8.51 Steel_3_2_48 70.19 26.90 28.82 9.19 Steel_3_2_49 15.69 26.34 6.78 9.28 Steel_3_2_50 33.28 1.86 10.43 1.26 Steel_3_2_51 21.96 20.34 9.58 9.82 Steel_3_2_52 15.42 32.31 8.53 11.66 Steel_3_2_53 3.57 16.22 0.28 6.39 Steel_3_2_54 8.16 35.15 4.66 12.45 Steel_3_2_55 18.36 16.22 6.23 5.71 Steel_3_2_56 33.77 51.10 6.77 20.85 Steel_3_2_57 38.37 12.86 13.45 4.54 Steel_3_2_58 47.14 27.53 13.91 9.32 Steel_3_2_59 39.82 16.98 6.60 6.31
C-75 Steel_3_2_60 74.11 13.70 24.23 7.80 Steel_3_2_61 33.42 18.74 12.56 10.44 Steel_3_2_62 16.35 12.74 8.38 6.25 Steel_3_2_63 47.29 27.99 17.33 9.82 Steel_3_2_64 40.78 51.19 18.67 22.74 Steel_3_2_65 53.96 8.73 18.25 5.81 Steel_3_2_66 47.74 28.00 14.55 14.19 Steel_3_2_67 14.35 52.21 7.02 17.81 Steel_3_2_68 59.12 16.52 28.75 7.18 Steel_3_2_69 79.42 14.97 24.76 9.07 Steel_3_2_70 16.98 8.79 7.36 6.76 Steel_3_2_71 57.26 15.85 29.84 8.64 Steel_3_2_72 156.62 16.60 34.80 5.78 Steel_3_2_73 27.61 12.49 11.93 4.58 Steel_3_2_74 39.77 17.65 19.28 5.11 Steel_3_2_75 28.63 11.20 12.71 5.50 Steel_3_2_76 41.02 28.77 10.45 10.03 Steel_3_2_77 15.06 7.48 5.29 6.44 Steel_3_2_78 11.87 29.92 5.09 14.22 Steel_3_2_79 63.51 11.23 22.20 6.31 Steel_3_2_80 16.80 72.07 4.14 25.48 Steel_3_2_81 86.42 12.81 26.52 6.10 Steel_3_2_82 19.98 34.04 9.08 11.47 Steel_3_2_83 52.63 18.15 15.98 8.12 Steel_3_2_84 38.19 21.04 15.20 10.70 Steel_3_2_85 35.55 41.44 17.11 14.48 Steel_3_2_86 73.78 62.33 23.26 21.15 Steel_3_2_87 40.97 14.31 11.84 8.31 Steel_3_2_88 46.68 10.13 18.03 4.76 Steel_3_2_89 77.62 0.00 26.47 0.00 Steel_3_2_90 62.13 21.12 22.10 10.10 Steel_3_2_91 25.65 21.79 11.06 12.73 Steel_3_2_92 21.12 15.86 6.65 8.08 Steel_3_2_93 76.34 25.12 30.00 8.70 Steel_3_2_94 47.50 6.91 16.85 4.58 Steel_3_2_95 24.28 100.17 8.19 34.11 Steel_3_2_96 29.41 10.85 3.23 6.88 Steel_3_2_97 70.92 18.70 22.31 9.13 Steel_3_2_98 9.72 29.91 6.33 16.32 Steel_3_2_99 29.87 2.91 7.65 2.44 Steel_3_2_100 53.33 64.17 17.05 20.65
C-76 C.3.1.3 Service II Table C-9 - Observed tolerable support movements for three-span steel bridges â Service II. Bridge ID LD at Abt Î [in.] TD at Abt Î [in.] LD at Pier Î [in.] TD at Pier Î [in.] Steel_3_1_1 4.70 5.85 3.27 3.89 Steel_3_1_2 5.19 5.77 3.48 4.05 Steel_3_1_3 13.81 10.12 9.60 7.84 Steel_3_1_4 2.76 3.32 2.30 3.09 Steel_3_1_5 15.38 17.51 10.27 11.90 Steel_3_1_6 22.43 8.50 15.80 7.20 Steel_3_1_7 3.72 3.37 3.03 2.75 Steel_3_1_8 13.64 11.71 9.18 7.83 Steel_3_1_9 11.89 8.88 7.98 6.56 Steel_3_1_10 4.92 5.95 3.29 4.09 Steel_3_1_11 7.31 7.22 4.86 4.87 Steel_3_1_12 3.87 4.71 2.64 3.28 Steel_3_1_13 9.78 11.89 6.53 7.98 Steel_3_1_14 29.02 16.35 19.78 11.53 Steel_3_1_15 27.54 26.85 18.19 17.86 Steel_3_1_16 18.15 12.26 12.40 8.74 Steel_3_1_17 12.76 10.20 8.67 6.70 Steel_3_1_18 9.91 9.76 6.57 6.55 Steel_3_1_19 13.40 10.23 9.82 7.74 Steel_3_1_20 8.44 5.95 5.91 5.92 Steel_3_1_21 7.25 6.32 4.89 5.53 Steel_3_1_22 14.62 14.19 10.52 10.17 Steel_3_1_23 25.75 12.64 17.78 9.53 Steel_3_1_24 7.06 6.01 5.39 4.50 Steel_3_1_25 18.10 11.10 13.03 9.23 Steel_3_1_26 11.35 6.48 8.41 6.14 Steel_3_1_27 21.30 12.95 14.82 10.84 Steel_3_1_28 3.29 3.88 2.26 2.68 Steel_3_1_29 17.17 10.15 12.13 8.10 Steel_3_1_30 4.39 4.69 3.05 3.62 Steel_3_1_31 3.24 4.58 2.28 3.29 Steel_3_1_32 5.96 4.78 4.38 4.84 Steel_3_1_33 12.02 8.30 8.48 6.52 Steel_3_1_34 13.09 13.10 10.19 10.64 Steel_3_1_35 22.84 22.46 15.56 15.46 Steel_3_1_36 3.84 4.08 2.70 3.34
C-77 Steel_3_1_37 10.69 10.63 7.76 8.09 Steel_3_1_38 21.16 11.21 15.12 9.33 Steel_3_1_39 29.42 14.96 20.44 11.37 Steel_3_1_40 14.69 14.70 10.02 10.16 Steel_3_1_41 10.02 7.79 6.82 7.16 Steel_3_1_42 12.75 12.54 8.68 8.64 Steel_3_1_43 29.03 16.00 20.34 11.68 Steel_3_1_44 5.01 5.23 3.58 3.73 Steel_3_1_45 17.84 8.32 12.45 6.96 Steel_3_1_46 3.02 3.67 2.01 2.39 Steel_3_1_47 8.18 7.91 5.46 5.27 Steel_3_1_48 9.46 9.30 6.27 6.23 Steel_3_1_49 14.06 15.57 9.39 10.39 Steel_3_1_50 12.02 5.99 8.72 5.39 Steel_3_1_51 16.35 12.76 10.94 9.28 Steel_3_1_52 14.92 14.63 9.93 9.91 Steel_3_1_53 2.76 4.20 1.86 2.76 Steel_3_1_54 11.84 11.65 7.88 7.85 Steel_3_1_55 12.68 10.44 8.63 6.97 Steel_3_1_56 30.84 30.06 21.38 20.87 Steel_3_1_57 3.19 3.91 2.45 3.12 Steel_3_1_58 9.53 10.86 6.38 7.27 Steel_3_1_59 3.77 4.60 2.54 3.17 Steel_3_1_60 7.15 6.40 4.99 4.91 Steel_3_1_61 16.73 12.33 11.28 8.95 Steel_3_1_62 17.57 13.81 11.71 9.68 Steel_3_1_63 12.06 12.39 8.06 8.40 Steel_3_1_64 15.42 12.75 10.27 8.98 Steel_3_1_65 10.79 8.52 8.01 6.32 Steel_3_1_66 18.20 12.52 12.05 9.17 Steel_3_1_67 14.41 14.38 9.61 9.63 Steel_3_1_68 11.05 11.95 7.34 7.26 Steel_3_1_69 13.02 7.58 8.67 5.88 Steel_3_1_70 20.79 13.41 14.82 10.08 Steel_3_1_71 5.44 6.72 3.75 4.52 Steel_3_1_72 3.58 3.70 2.61 2.67 Steel_3_1_73 7.62 8.13 5.09 5.48 Steel_3_1_74 7.37 8.09 5.00 5.90 Steel_3_1_75 17.84 14.24 11.97 9.60 Steel_3_1_76 5.29 7.02 3.54 4.70 Steel_3_1_77 18.25 10.79 12.37 8.53
C-78 Steel_3_1_78 13.98 14.04 9.47 10.01 Steel_3_1_79 14.72 10.65 10.07 7.78 Steel_3_1_80 19.93 19.47 13.31 13.10 Steel_3_1_81 4.76 5.06 3.25 3.68 Steel_3_1_82 20.11 19.72 13.35 13.02 Steel_3_1_83 13.79 12.33 9.20 8.27 Steel_3_1_84 24.55 18.30 16.26 13.00 Steel_3_1_85 23.72 23.43 15.84 15.64 Steel_3_1_86 17.97 17.89 11.97 12.04 Steel_3_1_87 5.62 6.27 3.96 4.53 Steel_3_1_88 6.87 6.56 4.67 4.72 Steel_3_1_89 12.86 6.34 9.09 4.87 Steel_3_1_90 24.96 19.72 16.85 13.61 Steel_3_1_91 9.27 8.74 6.33 5.90 Steel_3_1_92 17.05 12.93 11.49 9.16 Steel_3_1_93 15.12 15.69 10.08 10.48 Steel_3_1_94 15.72 10.38 10.94 7.13 Steel_3_1_95 19.27 20.11 12.85 13.53 Steel_3_1_96 9.10 6.63 6.34 5.28 Steel_3_1_97 18.47 13.75 12.19 9.74 Steel_3_1_98 19.55 15.75 13.54 11.25 Steel_3_1_99 19.37 8.67 14.01 7.54 Steel_3_1_100 30.62 30.28 20.40 20.28 Steel_3_2_1 5.92 5.85 4.06 3.89 Steel_3_2_2 9.32 5.77 6.30 4.05 Steel_3_2_3 12.55 10.12 8.37 7.84 Steel_3_2_4 9.47 3.32 6.33 3.09 Steel_3_2_5 21.22 17.51 14.07 11.90 Steel_3_2_6 10.02 8.50 6.82 7.20 Steel_3_2_7 9.70 3.37 6.48 2.75 Steel_3_2_8 13.51 11.71 9.95 7.83 Steel_3_2_9 16.62 8.88 11.29 6.56 Steel_3_2_10 4.04 5.95 2.80 4.09 Steel_3_2_11 13.75 7.22 9.69 4.87 Steel_3_2_12 7.27 4.71 4.87 3.28 Steel_3_2_13 30.69 11.89 21.12 7.98 Steel_3_2_14 11.63 16.35 8.24 11.53 Steel_3_2_15 15.44 26.85 10.25 17.86 Steel_3_2_16 7.37 12.26 4.93 8.74 Steel_3_2_17 12.65 10.20 8.57 6.70 Steel_3_2_18 12.79 9.76 8.80 6.55
C-79 Steel_3_2_19 9.97 10.23 6.70 7.74 Steel_3_2_20 18.91 5.95 14.32 5.92 Steel_3_2_21 15.97 6.32 11.04 5.53 Steel_3_2_22 11.42 14.19 7.64 10.17 Steel_3_2_23 6.55 12.64 4.19 9.53 Steel_3_2_24 19.88 6.01 13.57 4.50 Steel_3_2_25 22.20 11.10 14.79 9.23 Steel_3_2_26 8.65 6.48 6.11 6.14 Steel_3_2_27 14.22 12.95 9.52 10.84 Steel_3_2_28 6.93 3.88 4.72 2.68 Steel_3_2_29 29.77 10.15 20.44 8.10 Steel_3_2_30 9.10 4.69 6.09 3.62 Steel_3_2_31 27.63 4.58 18.33 3.29 Steel_3_2_32 7.89 4.78 5.37 4.84 Steel_3_2_33 9.50 8.30 6.51 6.52 Steel_3_2_34 5.67 13.10 3.78 10.64 Steel_3_2_35 3.73 22.46 2.51 15.46 Steel_3_2_36 11.46 4.08 8.35 3.34 Steel_3_2_37 13.30 10.63 9.01 8.09 Steel_3_2_38 16.11 11.21 11.63 9.33 Steel_3_2_39 14.48 14.96 9.71 11.37 Steel_3_2_40 3.86 14.70 2.64 10.16 Steel_3_2_41 11.05 7.79 7.40 7.16 Steel_3_2_42 22.07 12.54 15.21 8.64 Steel_3_2_43 16.45 16.00 11.08 11.68 Steel_3_2_44 19.32 5.23 12.79 3.73 Steel_3_2_45 10.83 8.32 7.75 6.96 Steel_3_2_46 21.86 3.67 14.50 2.39 Steel_3_2_47 4.11 7.91 2.95 5.27 Steel_3_2_48 16.89 9.30 11.42 6.23 Steel_3_2_49 7.98 15.57 5.34 10.39 Steel_3_2_50 12.81 5.99 8.56 5.39 Steel_3_2_51 4.07 12.76 2.83 9.28 Steel_3_2_52 18.30 14.63 13.38 9.91 Steel_3_2_53 4.85 4.20 3.40 2.76 Steel_3_2_54 3.75 11.65 2.58 7.85 Steel_3_2_55 6.17 10.44 4.13 6.97 Steel_3_2_56 12.05 30.06 8.80 20.87 Steel_3_2_57 6.05 3.91 4.05 3.12 Steel_3_2_58 21.77 10.86 14.49 7.27 Steel_3_2_59 20.47 4.60 14.54 3.17
C-80 Steel_3_2_60 26.96 6.40 17.96 4.91 Steel_3_2_61 11.44 12.33 7.75 8.95 Steel_3_2_62 18.53 13.81 12.62 9.68 Steel_3_2_63 13.38 12.39 9.00 8.40 Steel_3_2_64 21.16 12.75 15.24 8.98 Steel_3_2_65 17.58 8.52 11.69 6.32 Steel_3_2_66 11.57 12.52 7.71 9.17 Steel_3_2_67 9.52 14.38 6.59 9.63 Steel_3_2_68 14.52 11.95 10.00 7.26 Steel_3_2_69 17.41 7.58 11.62 5.88 Steel_3_2_70 3.55 13.41 2.43 10.08 Steel_3_2_71 24.34 6.72 16.67 4.52 Steel_3_2_72 20.04 3.70 13.62 2.67 Steel_3_2_73 6.08 8.13 4.15 5.48 Steel_3_2_74 8.84 8.09 6.18 5.90 Steel_3_2_75 8.83 14.24 6.05 9.60 Steel_3_2_76 9.47 7.02 6.36 4.70 Steel_3_2_77 4.52 10.79 3.05 8.53 Steel_3_2_78 3.97 14.04 2.85 10.01 Steel_3_2_79 12.36 10.65 8.26 7.78 Steel_3_2_80 3.55 19.47 2.43 13.10 Steel_3_2_81 14.99 5.06 9.99 3.68 Steel_3_2_82 11.35 19.72 7.75 13.02 Steel_3_2_83 14.01 12.33 9.29 8.27 Steel_3_2_84 22.65 18.30 14.61 13.00 Steel_3_2_85 18.62 23.43 12.71 15.64 Steel_3_2_86 14.04 17.89 9.39 12.04 Steel_3_2_87 19.28 6.27 12.97 4.53 Steel_3_2_88 12.53 6.56 8.44 4.72 Steel_3_2_89 35.85 6.34 23.68 4.87 Steel_3_2_90 30.14 19.72 20.03 13.61 Steel_3_2_91 6.42 8.74 4.43 5.90 Steel_3_2_92 10.49 12.93 7.01 9.16 Steel_3_2_93 32.60 15.69 21.95 10.48 Steel_3_2_94 12.74 10.38 8.54 7.13 Steel_3_2_95 5.90 20.11 3.95 13.53 Steel_3_2_96 29.41 6.63 20.72 5.28 Steel_3_2_97 24.40 13.75 16.30 9.74 Steel_3_2_98 4.59 15.75 3.35 11.25 Steel_3_2_99 4.72 8.67 3.11 7.54 Steel_3_2_100 22.43 30.28 14.95 20.28
C-81 C.3.2 Convergence Results Table C-10 - Convergence data for each data set of three-span continuous steel. Sample Set Movement Limit State Converged at N Samples KS-Value Three-Span Steel LD at Abutment Strength I Flexure 200 0.9999 Service II 200 0.9999 Strength I Shear 200 0.9999 TD at Abutment Strength I Flexure 200 0.9999 Service II 200 0.9999 Strength I Shear 200 0.9953 LD at Pier Strength I Flexure 200 0.9953 Service II 200 0.9953 Strength I Shear 200 0.9990 TD at Pier Strength I Flexure 200 0.9990 Service II 200 0.9990 Strength I Shear 200 0.9331 Figure C-81 - ECDF plot showing convergence of three-span steel for LD movement at the abutment for the Strength I Flexure limit state.
C-82 Figure C-82 - ECDF plot showing convergence of three-span steel for LD movement at the abutment for the Service II limit state. Figure C-83 - ECDF plot showing convergence of three-span steel for LD movement at the abutment for the Strength I Shear limit state.
C-83 Figure C-84 - ECDF plot showing convergence of three-span steel for TD movement at the abutment for the Strength I Flexure limit state. Figure C-85 - ECDF plot showing convergence of three-span steel for TD movement at the abutment for the Service II limit state.
C-84 Figure C-86 - ECDF plot showing convergence of three-span steel for TD movement at the abutment for the Strength I Shear limit state. Figure C-87 - ECDF plot showing convergence of three-span steel for LD movement at the pier for the Strength I Flexure limit state.
C-85 Figure C-88 - ECDF plot showing convergence of three-span steel for LD movement at the pier for the Service II limit state. Figure C-89 - ECDF plot showing convergence of three-span steel for LD movement at the pier for the Strength I Shear limit state.
C-86 Figure C-90 - ECDF plot showing convergence of three-span steel for TD movement at the pier for the Strength I Flexure limit state. Figure C-91 - ECDF plot showing convergence of three-span steel for TD movement at the pier for the Service II limit state.
C-87 Figure C-92 - ECDF plot showing convergence of three-span steel for TD movement at the pier for the Strength I Shear limit state.
C-88 C.3.3 Bi-Variate Plots of Tolerable Support Movement C.3.3.1 Strength I Flexure Figure C-93 - Span Length versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a Three-Span Continuous Steel bridge. Figure C-94 - Girder Spacing versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a Three-Span Continuous Steel bridge.
C-89 Figure C-95 - Skew versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a Three- Span Continuous Steel bridge. Figure C-96 - Width versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a Three- Span Continuous Steel bridge.
C-90 Figure C-97 - Span-to-Depth Ratio versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a Three-Span Continuous Steel bridge. Figure C-98 - Span Length versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Three-Span Continuous Steel bridge.
C-91 Figure C-99 - Girder Spacing versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Three-Span Continuous Steel bridge. Figure C-100 - Skew versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Three- Span Continuous Steel bridge.
C-92 Figure C-101 - Width versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Three- Span Continuous Steel bridge. Figure C-102 - Span-to-Depth Ratio versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Three-Span Continuous Steel bridge.
C-93 Figure C-103 - Span Length versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a Three- Span Continuous Steel bridge. Figure C-104 - Girder Spacing versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a Three- Span Continuous Steel bridge.
C-94 Figure C-105 - Skew versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a Three-Span Continuous Steel bridge. Figure C-106 - Width versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a Three-Span Continuous Steel bridge.
C-95 Figure C-107 - Span-to-Depth Ratio versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a Three-Span Continuous Steel bridge. Figure C-108 - Span Length versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a Three- Span Continuous Steel bridge.
C-96 Figure C-109 - Girder Spacing versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a Three-Span Continuous Steel bridge. Figure C-110 - Skew versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a Three-Span Continuous Steel bridge.
C-97 Figure C-111 - Width versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a Three-Span Continuous Steel bridge. Figure C-112 - Span-to-Depth Ratio versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a Three-Span Continuous Steel bridge.
C-98 C.3.3.2 Strength I Shear Figure C-113 - Span Length versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a Three-Span Continuous Steel bridge. Figure C-114 - Girder Spacing versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a Three-Span Continuous Steel bridge.
C-99 Figure C-115 - Skew versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a Three-Span Continuous Steel bridge. Figure C-116 - Width versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a Three- Span Continuous Steel bridge.
C-100 Figure C-117 - Span-to-Depth Ratio versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a Three-Span Continuous Steel bridge. Figure C-118 - Span Length versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Three-Span Continuous Steel bridge.
C-101 Figure C-119 - Girder Spacing versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Three-Span Continuous Steel bridge. Figure C-120 - Skew versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Three- Span Continuous Steel bridge.
C-102 Figure C-121 - Width versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Three- Span Continuous Steel bridge. Figure C-122 - Span-to-Depth Ratio versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Three-Span Continuous Steel bridge.
C-103 Figure C-123 = Span Length versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a Three- Span Continuous Steel bridge. Figure C-124 - Girder Spacing versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a Three- Span Continuous Steel bridge.
C-104 Figure C-125 - Skew versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a Three-Span Continuous Steel bridge. Figure C-126 - Width versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a Three-Span Continuous Steel bridge.
C-105 Figure C-127 - Span-to-Depth Ratio versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a Three-Span Continuous Steel bridge. Figure C-128 - Span Length versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a Three- Span Continuous Steel bridge.
C-106 Figure C-129 - Girder Spacing versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a Three- Span Continuous Steel bridge. Figure C-130 - Skew versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a Three-Span Continuous Steel bridge.
C-107 Figure C-131 - Width versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a Three-Span Continuous Steel bridge. Figure C-132 - Span-to-Depth Ratio versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a Three-Span Continuous Steel bridge.
C-108 C.3.3.3 Service II Figure C-133 - Span Length versus tolerable LD movement occurring at the abutment at the Service II limit state for a Three-Span Continuous Steel bridge. Figure C-134 - Girder Spacing versus tolerable LD movement occurring at the abutment at the Service II limit state for a Three- Span Continuous Steel bridge.
C-109 Figure C-135 - Skew versus tolerable LD movement occurring at the abutment at the Service II limit state for a Three-Span Continuous Steel bridge. Figure C-136 - Width versus tolerable LD movement occurring at the abutment at the Service II limit state for a Three-Span Continuous Steel bridge.
C-110 Figure C-137 - Span-to-Depth Ratio versus tolerable LD movement occurring at the abutment at the Service II limit state for a Three-Span Continuous Steel bridge. Figure C-138 - Span Length versus tolerable TD movement occurring at the abutment at the Service II limit state for a Three-Span Continuous Steel bridge.
C-111 Figure C-139 - Girder Spacing versus tolerable TD movement occurring at the abutment at the Service II limit state for a Three- Span Continuous Steel bridge. Figure C-140 - Skew versus tolerable TD movement occurring at the abutment at the Service II limit state for a Three-Span Continuous Steel bridge.
C-112 Figure C-141 - Width versus tolerable TD movement occurring at the abutment at the Service II limit state for a Three-Span Continuous Steel bridge. Figure C-142 - Span-to-Depth Ratio versus tolerable TD movement occurring at the abutment at the Service II limit state for a Three-Span Continuous Steel bridge.
C-113 Figure C-143 - Span Length versus tolerable LD movement occurring at the pier at the Service II limit state for a Three-Span Continuous Steel bridge. Figure C-144 - Girder Spacing versus tolerable LD movement occurring at the pier at the Service II limit state for a Three-Span Continuous Steel bridge.
C-114 Figure C-145 - Skew versus tolerable LD movement occurring at the pier at the Service II limit state for a Three-Span Continuous Steel bridge. Figure C-146 - Width versus tolerable LD movement occurring at the pier at the Service II limit state for a Three-Span Continuous Steel bridge.
C-115 Figure C-147 - Span-to-Depth Ratio versus tolerable LD movement occurring at the pier at the Service II limit state for a Three- Span Continuous Steel bridge. Figure C-148 - Span Length versus tolerable TD movement occurring at the pier at the Service II limit state for a Three-Span Continuous Steel bridge.
C-116 Figure C-149 - Girder Spacing versus tolerable TD movement occurring at the pier at the Service II limit state for a Three-Span Continuous Steel bridge. Figure C-150 - Skew versus tolerable TD movement occurring at the pier at the Service II limit state for a Three-Span Continuous Steel bridge.
C-117 Figure C-151 - Width versus tolerable TD movement occurring at the pier at the Service II limit state for a Three-Span Continuous Steel bridge. Figure C-152 - Span-to-Depth Ratio versus tolerable TD movement occurring at the pier at the Service II limit state for a Three- Span Continuous Steel bridge.
D-1 Appendix D Pre-Stressed Concrete Bridge Results Appendix D contains the results for simple span, two-, and three-span continuous PS concrete bridge samples. Included are the computed values of tolerable support movement, results of the convergence assessment, and bi-variate plots of tolerable support movement versus each of the parameters studied in this research. D.1 Simple Span Pre-Stressed Concrete ................................................................................................... D-2 D.1.1 Tolerable Support Movement Results ..................................................................................... D-2 D.1.2 Convergence Results ............................................................................................................... D-8 D.1.3 Bi-Variate Plots of Tolerable Support Movement ................................................................. D-10 D.2 Two-Span Continuous Pre-Stressed Concrete .................................................................................. D-16 D.2.1 Tolerable Support Movement Results ................................................................................... D-16 D.2.2 Convergence Results ............................................................................................................. D-34 D.2.3 Bi-Variate Plots of Tolerable Support Movement ................................................................. D-41 D.3 Three-Span Continuous Pre-Stressed Concrete ............................................................................... D-65 D.3.1 Tolerable Support Movement Results ................................................................................... D-65 D.3.2 Results Convergence ............................................................................................................. D-82 D.3.3 Bivariate Plots of Tolerable Support Movement ................................................................... D-89
D-2 D.1 Simple Span Pre-Stressed Concrete D.1.1 Tolerable Support Movement Results Table D-1 - Observed tolerable TD movement for simple span PS bridges. Bridge ID Strength I Flexure TD at Abt Î [in.] Strength I Shear TD at Abt Î [in.] Service I/III TD at Abt Î [in.] PS_1_1_1 39.76 2.58 15.47 PS_1_1_2 12.35 14.38 4.61 PS_1_1_3 50.95 15.02 11.58 PS_1_1_4 156.84 19.85 43.68 PS_1_1_5 8.80 6.87 5.26 PS_1_1_6 50.62 14.27 15.58 PS_1_1_7 10.12 5.23 4.93 PS_1_1_8 19.18 8.57 3.72 PS_1_1_9 23.36 8.74 4.94 PS_1_1_10 12.47 23.65 4.54 PS_1_1_11 21.50 6.04 5.82 PS_1_1_12 3.49 5.87 2.29 PS_1_1_13 22.27 3.66 7.78 PS_1_1_14 20.52 7.37 4.15 PS_1_1_15 53.15 5.18 14.60 PS_1_1_16 13.71 8.24 4.40 PS_1_1_17 17.24 6.75 5.01 PS_1_1_18 37.83 5.22 18.09 PS_1_1_19 24.28 6.12 5.78 PS_1_1_20 25.31 1.73 11.42 PS_1_1_21 95.64 7.27 32.58 PS_1_1_22 18.53 2.23 7.37 PS_1_1_23 19.58 18.01 6.82 PS_1_1_24 4.28 4.35 2.59 PS_1_1_25 33.45 7.10 16.77 PS_1_1_26 27.79 13.42 7.79 PS_1_1_27 45.35 7.21 10.52 PS_1_1_28 73.10 15.01 33.01 PS_1_1_29 33.50 7.52 9.95 PS_1_1_30 82.40 6.09 38.87 PS_1_1_31 10.47 1.99 3.23 PS_1_1_32 54.57 8.90 13.92
D-3 PS_1_1_33 4.95 9.81 2.68 PS_1_1_34 42.02 2.88 12.09 PS_1_1_35 26.01 7.90 10.24 PS_1_1_36 35.51 1.98 13.16 PS_1_1_37 154.90 18.32 60.96 PS_1_1_38 25.45 13.66 11.64 PS_1_1_39 55.19 13.66 10.95 PS_1_1_40 19.43 23.11 4.48 PS_1_1_41 17.40 11.12 3.18 PS_1_1_42 8.65 11.54 4.25 PS_1_1_43 27.60 3.47 12.62 PS_1_1_44 64.82 8.73 18.57 PS_1_1_45 5.97 8.90 2.83 PS_1_1_46 15.93 7.86 5.73 PS_1_1_47 13.31 10.14 4.61 PS_1_1_48 62.61 7.27 33.75 PS_1_1_49 59.21 4.52 12.68 PS_1_1_50 20.55 7.46 5.78 PS_1_1_51 14.64 3.23 5.03 PS_1_1_52 26.92 7.71 9.76 PS_1_1_53 54.82 7.94 13.14 PS_1_1_54 16.75 7.05 5.01 PS_1_1_55 10.57 13.29 4.83 PS_1_1_56 39.26 16.79 7.45 PS_1_1_57 4.72 7.43 2.86 PS_1_1_58 9.57 6.71 3.32 PS_1_1_59 15.52 9.48 5.37 PS_1_1_60 21.89 7.04 5.82 PS_1_1_61 9.47 2.22 4.10 PS_1_1_62 67.09 10.41 13.26 PS_1_1_63 31.05 10.76 6.09 PS_1_1_64 25.08 3.68 14.17 PS_1_1_65 7.86 6.96 4.15 PS_1_1_66 6.01 8.21 3.04 PS_1_1_67 13.11 2.62 6.29 PS_1_1_68 37.83 15.82 6.59 PS_1_1_69 65.16 7.77 14.00 PS_1_1_70 46.46 9.57 14.71 PS_1_1_71 14.15 3.34 4.51 PS_1_1_72 15.33 4.79 6.71 PS_1_1_73 24.13 2.73 9.47
D-4 PS_1_1_74 99.64 13.36 15.11 PS_1_1_75 63.76 16.66 32.61 PS_1_1_76 4.46 3.00 3.03 PS_1_1_77 31.46 2.64 11.69 PS_1_1_78 25.14 6.92 5.27 PS_1_1_79 27.42 8.01 12.84 PS_1_1_80 26.37 4.80 9.19 PS_1_1_81 17.38 5.08 3.88 PS_1_1_82 18.72 5.29 11.56 PS_1_1_83 19.46 7.52 5.16 PS_1_1_84 5.40 10.92 4.72 PS_1_1_85 24.63 4.14 8.38 PS_1_1_86 12.04 5.27 5.09 PS_1_1_87 146.38 13.79 51.76 PS_1_1_88 14.94 2.43 4.51 PS_1_1_89 45.73 22.03 8.53 PS_1_1_90 33.11 3.86 17.71 PS_1_1_91 22.80 4.42 8.66 PS_1_1_92 19.17 23.48 5.10 PS_1_1_93 7.63 11.27 4.94 PS_1_1_94 42.14 25.63 11.97 PS_1_1_95 39.33 19.62 8.86 PS_1_1_96 58.38 9.83 8.55 PS_1_1_97 95.89 6.34 36.60 PS_1_1_98 8.46 15.38 3.77 PS_1_1_99 44.88 9.52 11.30 PS_1_1_100 7.55 12.01 3.14 PS_1_2_1 39.76 2.58 15.47 PS_1_2_2 12.35 14.38 4.61 PS_1_2_3 50.95 15.02 11.58 PS_1_2_4 156.84 19.85 43.68 PS_1_2_5 8.80 6.87 5.26 PS_1_2_6 50.62 14.27 15.58 PS_1_2_7 10.12 5.23 4.93 PS_1_2_8 19.18 8.57 3.72 PS_1_2_9 23.36 8.74 4.94 PS_1_2_10 12.47 23.65 4.54 PS_1_2_11 21.50 6.04 5.82 PS_1_2_12 3.49 5.87 2.29 PS_1_2_13 22.27 3.66 7.78 PS_1_2_14 20.52 7.37 4.15
D-5 PS_1_2_15 53.15 5.18 14.60 PS_1_2_16 13.71 8.24 4.40 PS_1_2_17 17.24 6.75 5.01 PS_1_2_18 37.83 5.22 18.09 PS_1_2_19 24.28 6.12 5.78 PS_1_2_20 25.31 1.73 11.42 PS_1_2_21 95.64 7.27 32.58 PS_1_2_22 18.53 2.23 7.37 PS_1_2_23 19.58 18.01 6.82 PS_1_2_24 4.28 4.35 2.59 PS_1_2_25 33.45 7.10 16.77 PS_1_2_26 27.79 13.42 7.79 PS_1_2_27 45.35 7.21 10.52 PS_1_2_28 73.10 15.01 33.01 PS_1_2_29 33.50 7.52 9.95 PS_1_2_30 82.40 6.09 38.87 PS_1_2_31 10.47 1.99 3.23 PS_1_2_32 54.57 8.90 13.92 PS_1_2_33 4.95 9.81 2.68 PS_1_2_34 42.02 2.88 12.09 PS_1_2_35 26.01 7.90 10.24 PS_1_2_36 35.51 1.98 13.16 PS_1_2_37 154.90 18.32 60.96 PS_1_2_38 25.45 13.66 11.64 PS_1_2_39 55.19 13.66 10.95 PS_1_2_40 19.43 23.11 4.48 PS_1_2_41 17.40 11.12 3.18 PS_1_2_42 8.65 11.54 4.25 PS_1_2_43 27.60 3.47 12.62 PS_1_2_44 64.82 8.73 18.57 PS_1_2_45 5.97 8.90 2.83 PS_1_2_46 15.93 7.86 5.73 PS_1_2_47 13.31 10.14 4.61 PS_1_2_48 62.61 7.27 33.75 PS_1_2_49 59.21 4.52 12.68 PS_1_2_50 20.55 7.46 5.78 PS_1_2_51 14.64 3.23 5.03 PS_1_2_52 26.92 7.71 9.76 PS_1_2_53 54.82 7.94 13.14 PS_1_2_54 16.75 7.05 5.01 PS_1_2_55 10.57 13.29 4.83
D-6 PS_1_2_56 39.26 16.79 7.45 PS_1_2_57 4.72 7.43 2.86 PS_1_2_58 9.57 6.71 3.32 PS_1_2_59 15.52 9.48 5.37 PS_1_2_60 21.89 7.04 5.82 PS_1_2_61 9.47 2.22 4.10 PS_1_2_62 67.09 10.41 13.26 PS_1_2_63 31.05 10.76 6.09 PS_1_2_64 25.08 3.68 14.17 PS_1_2_65 7.86 6.96 4.15 PS_1_2_66 6.01 8.21 3.04 PS_1_2_67 13.11 2.62 6.29 PS_1_2_68 37.83 15.82 6.59 PS_1_2_69 65.16 7.77 14.00 PS_1_2_70 46.46 9.57 14.71 PS_1_2_71 14.15 3.34 4.51 PS_1_2_72 15.33 4.79 6.71 PS_1_2_73 24.13 2.73 9.47 PS_1_2_74 99.64 13.36 15.11 PS_1_2_75 63.76 16.66 32.61 PS_1_2_76 4.46 3.00 3.03 PS_1_2_77 31.46 2.64 11.69 PS_1_2_78 25.14 6.92 5.27 PS_1_2_79 27.42 8.01 12.84 PS_1_2_80 26.37 4.80 9.19 PS_1_2_81 17.38 5.08 3.88 PS_1_2_82 18.72 5.29 11.56 PS_1_2_83 19.46 7.52 5.16 PS_1_2_84 5.40 10.92 4.72 PS_1_2_85 24.63 4.14 8.38 PS_1_2_86 12.04 5.27 5.09 PS_1_2_87 146.38 13.79 51.76 PS_1_2_88 14.94 2.43 4.51 PS_1_2_89 45.73 22.03 8.53 PS_1_2_90 33.11 3.86 17.71 PS_1_2_91 22.80 4.42 8.66 PS_1_2_92 19.17 23.48 5.10 PS_1_2_93 7.63 11.27 4.94 PS_1_2_94 42.14 25.63 11.97 PS_1_2_95 39.33 19.62 8.86 PS_1_2_96 58.38 9.83 8.55
D-7 PS_1_2_97 95.89 6.34 36.60 PS_1_2_98 8.46 15.38 3.77 PS_1_2_99 44.88 9.52 11.30 PS_1_2_100 7.55 12.01 3.14
D-8 D.1.2 Convergence Results Table D-2 - Convergence data for each data set of simple span PS. Sample Set Movement Limit State Converged at N Samples KS-Value Simple Span PS TD at Abutment Strength I Flexure 200 0.8885 Service I/III 200 0.9653 Strength I Shear 200 1.0000 Figure D-1 - ECDF plot showing convergence of simple-span PS for TD movement at the abutment for the Strength I Flexure limit state.
D-9 Figure D-2 - ECDF plot showing convergence of simple-span PS for TD movement at the abutment for the Service I/III limit state. Figure D-3 - ECDF plot showing convergence of simple-span PS for TD movement at the abutment for the Strength I Shear limit state.
D-10 D.1.3 Bi-Variate Plots of Tolerable Support Movement D.1.3.1 Strength I Flexure â TD Movement Figure D-4 - Span Length versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Simple Span PS bridge. Figure D-5 - Girder Spacing versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Simple Span PS bridge.
D-11 Figure D-6 - Skew versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Simple Span PS bridge. Figure D-7 - Width versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Simple Span PS bridge.
D-12 D.1.3.2 Strength I Shear Figure D-8 - Span Length versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Simple Span PS bridge. Figure D-9 - Girder Spacing versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Simple Span PS bridge.
D-13 Figure D-10 - Skew versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Simple Span PS bridge. Figure D-11 - Width versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Simple Span PS bridge.
D-14 D.1.3.3 Service I/III Figure D-12 - Span Length versus tolerable TD movement occurring at the abutment at the Service I/III limit state for a Simple Span PS bridge. Figure D-13 - Girder Spacing versus tolerable TD movement occurring at the abutment at the Service I/III limit state for a Simple Span PS bridge.
D-15 Figure D-14 - Skew versus tolerable TD movement occurring at the abutment at the Service I/III limit state for a Simple Span PS bridge. Figure D-15 - Width versus tolerable TD movement occurring at the abutment at the Service I/III limit state for a Simple Span PS bridge.
D-16 D.2 Two-Span Continuous Pre-Stressed Concrete D.2.1 Tolerable Support Movement Results D.2.1.1 Strength I Flexure Table D-3 - Observed tolerable movement for two-span PS bridges at the Strength I Flexure limit state. Bridge ID LD at Abt Î [in.] TD at Abt Î [in.] LD at Pier Î [in.] TD at Pier Î [in.] PS_2_1_1 3.99 4.15 2.00 2.40 PS_2_1_2 7.38 7.88 3.19 3.55 PS_2_1_3 22.44 24.13 8.05 8.32 PS_2_1_4 9.71 10.29 4.10 4.92 PS_2_1_5 2.62 2.82 1.16 1.46 PS_2_1_6 23.61 24.62 9.67 12.51 PS_2_1_7 21.89 23.08 8.06 8.80 PS_2_1_8 22.58 24.30 10.03 10.43 PS_2_1_9 10.44 11.38 4.07 3.66 PS_2_1_10 23.84 24.78 10.39 12.83 PS_2_1_11 17.79 19.82 6.28 6.44 PS_2_1_12 12.20 13.10 5.61 5.65 PS_2_1_13 16.27 17.83 6.16 6.71 PS_2_1_14 13.79 15.47 6.57 6.17 PS_2_1_15 4.16 4.39 3.15 3.53 PS_2_1_16 17.64 18.49 6.78 6.72 PS_2_1_17 4.32 4.59 2.34 3.12 PS_2_1_18 11.06 11.82 3.53 4.09 PS_2_1_19 5.47 5.76 2.31 2.67 PS_2_1_20 24.06 24.94 9.55 11.72 PS_2_1_21 15.01 16.80 6.84 6.72 PS_2_1_22 14.91 16.39 6.64 7.24 PS_2_1_23 2.28 2.77 0.78 0.83 PS_2_1_24 5.70 5.99 3.53 3.96 PS_2_1_25 16.39 16.92 10.41 10.11 PS_2_1_26 6.97 7.93 3.71 4.40 PS_2_1_27 24.86 25.98 10.45 12.68 PS_2_1_28 16.00 16.56 4.33 4.78 PS_2_1_29 10.43 11.49 3.66 4.31 PS_2_1_30 10.07 10.86 3.20 4.08 PS_2_1_31 19.27 20.13 8.56 8.94
D-17 PS_2_1_32 11.64 12.38 4.52 4.96 PS_2_1_33 6.70 7.79 3.35 3.65 PS_2_1_34 14.91 15.51 5.41 6.28 PS_2_1_35 4.82 5.11 2.12 1.98 PS_2_1_36 18.78 19.78 6.92 8.57 PS_2_1_37 9.94 10.17 2.58 2.75 PS_2_1_38 17.24 17.85 6.25 7.39 PS_2_1_39 1.44 1.52 1.35 1.46 PS_2_1_40 4.21 4.64 2.39 2.85 PS_2_1_41 1.47 1.72 0.86 1.00 PS_2_1_42 9.24 10.41 4.97 4.53 PS_2_1_43 19.43 20.36 9.59 10.22 PS_2_1_44 19.58 21.28 8.62 8.74 PS_2_1_45 11.35 12.47 4.00 5.51 PS_2_1_46 7.04 7.40 2.88 3.06 PS_2_1_47 21.06 22.22 8.63 11.37 PS_2_1_48 18.22 19.73 7.84 7.99 PS_2_1_49 8.41 8.92 3.14 3.44 PS_2_1_50 13.76 14.73 7.74 7.84 PS_2_1_51 12.34 13.26 5.21 5.77 PS_2_1_52 16.62 18.12 7.92 7.70 PS_2_1_53 21.02 21.92 9.91 11.23 PS_2_1_54 4.00 4.27 1.68 2.17 PS_2_1_55 13.83 14.81 4.42 5.33 PS_2_1_56 1.76 1.89 0.98 1.28 PS_2_1_57 24.35 25.41 8.88 11.17 PS_2_1_58 17.97 18.77 6.78 7.79 PS_2_1_59 11.28 12.25 3.48 4.13 PS_2_1_60 7.44 7.85 2.67 3.15 PS_2_1_61 15.91 16.88 7.27 7.63 PS_2_1_62 7.56 8.16 3.17 3.06 PS_2_1_63 2.97 3.58 0.83 0.99 PS_2_1_64 4.22 4.75 1.31 1.67 PS_2_1_65 4.49 4.85 1.17 1.50 PS_2_1_66 12.75 13.80 3.87 4.31 PS_2_1_67 21.98 22.92 7.47 8.96 PS_2_1_68 5.21 5.39 1.63 1.78 PS_2_1_69 14.32 15.04 7.48 8.12 PS_2_1_70 21.05 22.34 9.81 10.56 PS_2_1_71 8.16 8.65 3.69 3.70 PS_2_1_72 7.41 7.80 2.92 3.07
D-18 PS_2_1_73 21.18 21.89 7.46 8.32 PS_2_1_74 8.75 9.56 2.91 3.59 PS_2_1_75 12.91 14.90 6.28 5.86 PS_2_1_76 17.03 17.95 6.10 6.91 PS_2_1_77 4.11 4.77 0.86 0.93 PS_2_1_78 22.51 23.45 7.59 8.83 PS_2_1_79 9.93 10.33 3.31 3.66 PS_2_1_80 12.52 13.05 5.34 5.04 PS_2_1_81 14.64 15.19 6.09 7.60 PS_2_1_82 23.45 24.40 9.10 11.64 PS_2_1_83 6.18 6.70 3.65 4.50 PS_2_1_84 15.25 15.86 5.86 7.18 PS_2_1_85 15.87 16.54 8.07 8.67 PS_2_1_86 6.09 6.40 2.89 3.29 PS_2_1_87 21.95 22.85 9.68 10.67 PS_2_1_88 21.26 21.96 9.30 10.27 PS_2_1_89 21.09 22.17 10.38 11.97 PS_2_1_90 16.10 17.63 8.18 7.57 PS_2_1_91 15.22 15.52 7.45 7.39 PS_2_1_92 16.20 17.43 6.54 7.56 PS_2_1_93 13.42 14.63 9.52 8.46 PS_2_1_94 8.86 9.28 3.19 4.93 PS_2_1_95 9.76 10.47 5.86 5.45 PS_2_1_96 2.49 3.14 1.18 1.37 PS_2_1_97 22.77 24.09 10.58 12.05 PS_2_1_98 4.70 4.87 1.77 2.05 PS_2_1_99 3.22 3.68 0.87 1.22 PS_2_1_100 4.41 4.75 2.25 2.10 PS_2_2_1 19.53 4.15 9.01 2.40 PS_2_2_2 6.16 7.88 2.38 3.55 PS_2_2_3 3.61 24.13 2.23 8.32 PS_2_2_4 15.91 10.29 6.91 4.92 PS_2_2_5 17.03 2.82 6.11 1.46 PS_2_2_6 8.36 24.62 4.34 12.51 PS_2_2_7 16.78 23.08 6.60 8.80 PS_2_2_8 3.81 24.30 1.45 10.43 PS_2_2_9 21.08 11.38 6.94 3.66 PS_2_2_10 2.31 24.78 1.07 12.83 PS_2_2_11 20.37 19.82 7.24 6.44 PS_2_2_12 6.44 13.10 2.06 5.65 PS_2_2_13 10.40 17.83 3.45 6.71
D-19 PS_2_2_14 2.56 15.47 1.16 6.17 PS_2_2_15 11.42 4.39 7.63 3.53 PS_2_2_16 7.25 18.49 1.72 6.72 PS_2_2_17 23.81 4.59 9.50 3.12 PS_2_2_18 11.06 11.82 4.30 4.09 PS_2_2_19 21.10 5.76 8.62 2.67 PS_2_2_20 9.91 24.94 2.83 11.72 PS_2_2_21 9.36 16.80 3.57 6.72 PS_2_2_22 17.91 16.39 9.50 7.24 PS_2_2_23 15.08 2.77 8.56 0.83 PS_2_2_24 18.59 5.99 7.96 3.96 PS_2_2_25 3.27 16.92 0.77 10.11 PS_2_2_26 10.32 7.93 3.86 4.40 PS_2_2_27 22.36 25.98 8.31 12.68 PS_2_2_28 13.97 16.56 5.32 4.78 PS_2_2_29 10.95 11.49 3.01 4.31 PS_2_2_30 4.96 10.86 1.05 4.08 PS_2_2_31 15.59 20.13 8.29 8.94 PS_2_2_32 10.56 12.38 6.62 4.96 PS_2_2_33 18.21 7.79 8.20 3.65 PS_2_2_34 18.56 15.51 9.73 6.28 PS_2_2_35 8.84 5.11 4.42 1.98 PS_2_2_36 4.65 19.78 1.32 8.57 PS_2_2_37 6.90 10.17 4.03 2.75 PS_2_2_38 5.42 17.85 3.20 7.39 PS_2_2_39 4.43 1.52 1.84 1.46 PS_2_2_40 21.23 4.64 10.47 2.85 PS_2_2_41 3.09 1.72 0.93 1.00 PS_2_2_42 20.33 10.41 6.68 4.53 PS_2_2_43 17.05 20.36 5.44 10.22 PS_2_2_44 8.40 21.28 5.12 8.74 PS_2_2_45 8.76 12.47 3.18 5.51 PS_2_2_46 18.80 7.40 8.23 3.06 PS_2_2_47 16.52 22.22 6.46 11.37 PS_2_2_48 11.95 19.73 6.18 7.99 PS_2_2_49 18.38 8.92 4.24 3.44 PS_2_2_50 13.10 14.73 3.63 7.84 PS_2_2_51 6.03 13.26 2.79 5.77 PS_2_2_52 21.00 18.12 9.89 7.70 PS_2_2_53 8.78 21.92 3.71 11.23 PS_2_2_54 11.14 4.27 5.05 2.17
D-20 PS_2_2_55 22.62 14.81 8.72 5.33 PS_2_2_56 18.61 1.89 7.81 1.28 PS_2_2_57 9.91 25.41 3.10 11.17 PS_2_2_58 20.56 18.77 6.96 7.79 PS_2_2_59 6.24 12.25 3.29 4.13 PS_2_2_60 15.49 7.85 3.26 3.15 PS_2_2_61 14.42 16.88 5.03 7.63 PS_2_2_62 14.13 8.16 9.88 3.06 PS_2_2_63 24.28 3.58 10.24 0.99 PS_2_2_64 21.88 4.75 8.20 1.67 PS_2_2_65 18.58 4.85 9.91 1.50 PS_2_2_66 12.32 13.80 9.64 4.31 PS_2_2_67 1.39 22.92 1.31 8.96 PS_2_2_68 17.90 5.39 7.77 1.78 PS_2_2_69 19.40 15.04 8.23 8.12 PS_2_2_70 3.89 22.34 1.03 10.56 PS_2_2_71 1.74 8.65 1.34 3.70 PS_2_2_72 16.46 7.80 8.39 3.07 PS_2_2_73 5.92 21.89 2.68 8.32 PS_2_2_74 5.41 9.56 3.39 3.59 PS_2_2_75 4.28 14.90 1.85 5.86 PS_2_2_76 22.09 17.95 8.34 6.91 PS_2_2_77 14.55 4.77 6.73 0.93 PS_2_2_78 13.83 23.45 6.28 8.83 PS_2_2_79 3.87 10.33 2.19 3.66 PS_2_2_80 18.39 13.05 6.64 5.04 PS_2_2_81 2.14 15.19 0.93 7.60 PS_2_2_82 24.87 24.40 9.01 11.64 PS_2_2_83 17.30 6.70 7.70 4.50 PS_2_2_84 6.06 15.86 1.50 7.18 PS_2_2_85 19.69 16.54 8.50 8.67 PS_2_2_86 20.88 6.40 8.43 3.29 PS_2_2_87 10.81 22.85 3.55 10.67 PS_2_2_88 2.83 21.96 1.41 10.27 PS_2_2_89 5.89 22.17 3.00 11.97 PS_2_2_90 24.71 17.63 10.27 7.57 PS_2_2_91 20.21 15.52 10.38 7.39 PS_2_2_92 9.15 17.43 3.91 7.56 PS_2_2_93 1.86 14.63 0.95 8.46 PS_2_2_94 10.70 9.28 2.85 4.93 PS_2_2_95 1.77 10.47 1.40 5.45
D-21 PS_2_2_96 16.25 3.14 7.40 1.37 PS_2_2_97 12.72 24.09 5.77 12.05 PS_2_2_98 13.39 4.87 6.79 2.05 PS_2_2_99 14.23 3.68 4.47 1.22 PS_2_2_100 22.41 4.75 5.82 2.10
D-22 D.2.1.2 Strength I Shear Table D-4 - Observed tolerable movement for two-span PS bridges at the Strength I Shear limit state. Bridge ID LD at Abt Î [in.] TD at Abt Î [in.] LD at Pier Î [in.] TD at Pier Î [in.] PS_2_1_1 5.86 6.22 2.61 2.94 PS_2_1_2 5.01 3.06 2.53 1.67 PS_2_1_3 15.08 2.09 8.23 1.04 PS_2_1_4 9.63 2.94 4.15 1.88 PS_2_1_5 4.11 4.92 2.28 2.75 PS_2_1_6 43.99 13.28 18.33 7.06 PS_2_1_7 16.35 5.17 9.33 2.33 PS_2_1_8 27.98 6.97 14.45 3.30 PS_2_1_9 17.93 9.89 9.05 4.72 PS_2_1_10 36.16 10.52 17.71 5.11 PS_2_1_11 4.10 1.91 3.14 0.74 PS_2_1_12 9.57 4.39 5.15 2.18 PS_2_1_13 8.20 3.85 5.68 1.48 PS_2_1_14 4.82 1.85 3.29 0.78 PS_2_1_15 4.92 5.30 2.22 2.57 PS_2_1_16 17.16 10.10 10.37 4.04 PS_2_1_17 2.18 2.26 1.09 1.30 PS_2_1_18 7.20 3.14 4.21 1.50 PS_2_1_19 8.51 1.78 3.46 1.19 PS_2_1_20 45.27 10.35 19.54 5.44 PS_2_1_21 9.65 4.80 6.18 2.09 PS_2_1_22 8.33 4.98 5.75 2.04 PS_2_1_23 6.52 6.97 3.06 3.00 PS_2_1_24 6.17 6.54 3.09 3.71 PS_2_1_25 13.37 11.55 8.28 4.88 PS_2_1_26 2.39 1.46 1.16 1.00 PS_2_1_27 40.86 9.98 20.26 5.04 PS_2_1_28 39.81 1.88 16.59 1.11 PS_2_1_29 23.93 8.57 9.59 5.13 PS_2_1_30 5.72 2.50 3.07 1.32 PS_2_1_31 17.35 7.89 10.10 3.38 PS_2_1_32 19.02 9.60 9.75 4.94 PS_2_1_33 4.23 2.19 2.17 1.26 PS_2_1_34 25.88 1.48 11.82 0.89 PS_2_1_35 8.81 9.84 4.35 4.72
D-23 PS_2_1_36 33.37 8.05 16.99 4.14 PS_2_1_37 23.36 2.87 9.20 1.77 PS_2_1_38 9.65 8.17 6.79 3.24 PS_2_1_39 2.48 1.39 0.96 0.90 PS_2_1_40 2.85 1.89 1.30 1.20 PS_2_1_41 3.31 2.86 1.78 2.02 PS_2_1_42 9.96 5.16 5.26 2.56 PS_2_1_43 25.61 9.85 12.78 4.91 PS_2_1_44 27.84 6.26 14.13 2.86 PS_2_1_45 4.85 3.16 2.81 1.68 PS_2_1_46 13.82 7.45 6.12 4.25 PS_2_1_47 43.98 8.04 19.55 4.34 PS_2_1_48 17.01 5.81 9.55 2.63 PS_2_1_49 13.40 6.41 5.76 3.60 PS_2_1_50 7.40 4.77 4.81 2.10 PS_2_1_51 11.27 2.34 5.64 1.25 PS_2_1_52 12.46 3.93 7.17 1.78 PS_2_1_53 37.29 11.44 18.36 6.05 PS_2_1_54 2.85 1.90 1.27 1.21 PS_2_1_55 6.90 2.28 3.54 1.30 PS_2_1_56 3.01 3.30 1.29 1.55 PS_2_1_57 43.74 8.28 19.95 4.34 PS_2_1_58 24.38 4.24 11.28 2.51 PS_2_1_59 6.22 2.63 3.76 1.21 PS_2_1_60 4.63 1.18 2.08 0.75 PS_2_1_61 27.41 15.02 13.25 7.40 PS_2_1_62 12.86 5.64 5.67 3.10 PS_2_1_63 9.43 10.55 2.68 3.20 PS_2_1_64 11.81 4.32 4.19 2.71 PS_2_1_65 5.04 2.13 2.18 1.29 PS_2_1_66 4.28 1.63 2.74 0.76 PS_2_1_67 36.58 4.74 17.57 2.49 PS_2_1_68 9.45 1.67 3.72 1.24 PS_2_1_69 7.38 6.22 4.98 2.68 PS_2_1_70 25.97 7.20 12.94 3.68 PS_2_1_71 13.91 12.39 6.94 6.20 PS_2_1_72 12.55 5.83 6.08 3.19 PS_2_1_73 23.70 3.31 11.56 1.83 PS_2_1_74 5.57 1.67 2.46 1.07 PS_2_1_75 3.96 1.16 2.36 0.59 PS_2_1_76 10.32 6.16 6.85 2.41
D-24 PS_2_1_77 10.20 7.86 5.05 4.77 PS_2_1_78 33.44 5.71 16.36 3.13 PS_2_1_79 20.80 8.64 8.73 5.33 PS_2_1_80 15.11 11.64 7.91 5.49 PS_2_1_81 3.85 3.74 2.73 1.71 PS_2_1_82 40.27 10.43 18.00 5.27 PS_2_1_83 5.66 6.13 3.10 3.12 PS_2_1_84 31.85 6.19 11.58 3.62 PS_2_1_85 10.56 6.66 6.59 2.81 PS_2_1_86 8.89 1.95 3.33 1.53 PS_2_1_87 36.43 11.59 17.14 6.18 PS_2_1_88 44.39 3.14 20.55 1.82 PS_2_1_89 34.23 6.12 16.22 3.28 PS_2_1_90 8.95 5.14 6.25 2.02 PS_2_1_91 14.68 14.51 9.05 6.04 PS_2_1_92 9.36 4.88 5.87 2.12 PS_2_1_93 15.34 11.07 8.97 5.04 PS_2_1_94 2.73 2.69 1.56 1.61 PS_2_1_95 15.43 14.57 7.83 6.98 PS_2_1_96 7.59 7.23 2.95 3.15 PS_2_1_97 33.47 5.89 15.98 3.17 PS_2_1_98 4.72 4.54 2.26 2.48 PS_2_1_99 9.26 4.46 3.54 2.86 PS_2_1_100 8.04 8.28 3.75 4.19 PS_2_2_1 23.35 6.22 12.25 2.94 PS_2_2_2 6.90 3.06 3.17 1.67 PS_2_2_3 2.88 2.09 1.28 1.04 PS_2_2_4 25.01 2.94 13.59 1.88 PS_2_2_5 11.60 4.92 6.33 2.75 PS_2_2_6 7.55 13.28 3.73 7.06 PS_2_2_7 8.12 5.17 5.50 2.33 PS_2_2_8 5.62 6.97 2.86 3.30 PS_2_2_9 30.14 9.89 15.00 4.72 PS_2_2_10 5.79 10.52 2.93 5.11 PS_2_2_11 24.06 1.91 11.87 0.74 PS_2_2_12 17.40 4.39 6.22 2.18 PS_2_2_13 4.44 3.85 2.32 1.48 PS_2_2_14 4.22 1.85 2.18 0.78 PS_2_2_15 14.41 5.30 7.99 2.57 PS_2_2_16 17.57 10.10 6.50 4.04 PS_2_2_17 43.20 2.26 19.06 1.30
D-25 PS_2_2_18 21.97 3.14 10.14 1.50 PS_2_2_19 39.43 1.78 16.25 1.19 PS_2_2_20 23.15 10.35 8.68 5.44 PS_2_2_21 14.26 4.80 7.80 2.09 PS_2_2_22 16.15 4.98 9.06 2.04 PS_2_2_23 12.13 6.97 7.31 3.00 PS_2_2_24 10.27 6.54 6.58 3.71 PS_2_2_25 9.89 11.55 3.69 4.88 PS_2_2_26 3.30 1.46 1.93 1.00 PS_2_2_27 32.36 9.98 15.89 5.04 PS_2_2_28 4.17 1.88 2.53 1.11 PS_2_2_29 18.63 8.57 7.77 5.13 PS_2_2_30 13.87 2.50 5.19 1.32 PS_2_2_31 12.02 7.89 6.44 3.38 PS_2_2_32 6.24 9.60 3.55 4.94 PS_2_2_33 22.31 2.19 12.79 1.26 PS_2_2_34 22.47 1.48 12.01 0.89 PS_2_2_35 13.83 9.84 6.85 4.72 PS_2_2_36 7.96 8.05 3.09 4.14 PS_2_2_37 7.91 2.87 4.07 1.77 PS_2_2_38 10.03 8.17 4.92 3.24 PS_2_2_39 3.37 1.39 1.49 0.90 PS_2_2_40 18.74 1.89 11.20 1.20 PS_2_2_41 2.48 2.86 1.13 2.02 PS_2_2_42 39.58 5.16 15.91 2.56 PS_2_2_43 6.89 9.85 4.19 4.91 PS_2_2_44 8.59 6.26 4.53 2.86 PS_2_2_45 18.22 3.16 7.77 1.68 PS_2_2_46 20.51 7.45 11.03 4.25 PS_2_2_47 5.70 8.04 4.02 4.34 PS_2_2_48 11.64 5.81 6.28 2.63 PS_2_2_49 12.69 6.41 6.56 3.60 PS_2_2_50 24.54 4.77 10.77 2.10 PS_2_2_51 5.72 2.34 2.55 1.25 PS_2_2_52 21.69 3.93 12.93 1.78 PS_2_2_53 11.67 11.44 5.38 6.05 PS_2_2_54 3.29 1.90 2.14 1.21 PS_2_2_55 28.17 2.28 13.66 1.30 PS_2_2_56 14.19 3.30 7.94 1.55 PS_2_2_57 8.87 8.28 4.45 4.34 PS_2_2_58 41.66 4.24 17.62 2.51
D-26 PS_2_2_59 8.69 2.63 4.25 1.21 PS_2_2_60 8.37 1.18 4.75 0.75 PS_2_2_61 20.52 15.02 9.16 7.40 PS_2_2_62 17.51 5.64 10.06 3.10 PS_2_2_63 44.60 10.55 18.47 3.20 PS_2_2_64 12.36 4.32 7.09 2.71 PS_2_2_65 15.57 2.13 10.05 1.29 PS_2_2_66 13.89 1.63 7.80 0.76 PS_2_2_67 1.99 4.74 0.97 2.49 PS_2_2_68 38.86 1.67 16.46 1.24 PS_2_2_69 28.84 6.22 14.06 2.68 PS_2_2_70 9.58 7.20 4.56 3.68 PS_2_2_71 1.79 12.39 0.85 6.20 PS_2_2_72 19.76 5.83 10.62 3.19 PS_2_2_73 2.09 3.31 1.10 1.83 PS_2_2_74 2.02 1.67 0.90 1.07 PS_2_2_75 4.00 1.16 2.02 0.59 PS_2_2_76 37.41 6.16 17.93 2.41 PS_2_2_77 3.48 7.86 2.39 4.77 PS_2_2_78 11.60 5.71 6.93 3.13 PS_2_2_79 4.46 8.64 2.07 5.33 PS_2_2_80 35.62 11.64 15.02 5.49 PS_2_2_81 6.16 3.74 1.95 1.71 PS_2_2_82 46.68 10.43 19.40 5.27 PS_2_2_83 19.86 6.13 10.10 3.12 PS_2_2_84 12.57 6.19 5.25 3.62 PS_2_2_85 14.58 6.66 9.12 2.81 PS_2_2_86 26.47 1.95 12.66 1.53 PS_2_2_87 16.46 11.59 7.31 6.18 PS_2_2_88 2.18 3.14 1.15 1.82 PS_2_2_89 6.91 6.12 3.02 3.28 PS_2_2_90 40.90 5.14 20.99 2.02 PS_2_2_91 18.96 14.51 11.23 6.04 PS_2_2_92 14.88 4.88 6.92 2.12 PS_2_2_93 4.13 11.07 1.76 5.04 PS_2_2_94 7.39 2.69 3.43 1.61 PS_2_2_95 4.02 14.57 1.58 6.98 PS_2_2_96 25.26 7.23 12.34 3.15 PS_2_2_97 17.35 5.89 7.93 3.17 PS_2_2_98 9.48 4.54 5.51 2.48 PS_2_2_99 4.09 4.46 3.08 2.86
D-27 PS_2_2_100 19.59 8.28 9.56 4.19
D-28 D.2.1.3 Service I/III Table D-5 - Observed tolerable movement for two-span PS bridges at the Service I/III limit states. Bridge ID LD at Abt Î [in.] TD at Abt Î [in.] LD at Pier Î [in.] TD at Pier Î [in.] PS_2_1_1 4.55 4.19 0.87 0.95 PS_2_1_2 7.03 4.02 0.82 0.89 PS_2_1_3 23.35 9.72 1.44 1.67 PS_2_1_4 10.48 11.11 1.34 1.62 PS_2_1_5 3.59 1.92 0.60 0.61 PS_2_1_6 27.00 28.15 1.56 2.02 PS_2_1_7 24.51 13.64 1.26 1.50 PS_2_1_8 26.65 12.13 1.58 1.59 PS_2_1_9 10.49 6.21 0.98 0.88 PS_2_1_10 25.30 26.30 1.19 1.49 PS_2_1_11 19.43 3.84 0.59 0.86 PS_2_1_12 14.82 6.18 1.21 1.19 PS_2_1_13 16.69 6.93 1.37 1.62 PS_2_1_14 14.60 4.46 1.54 1.55 PS_2_1_15 4.63 4.38 1.27 1.35 PS_2_1_16 20.57 6.39 0.80 0.79 PS_2_1_17 4.24 3.46 0.71 1.05 PS_2_1_18 11.79 3.62 0.90 1.11 PS_2_1_19 5.51 5.80 1.14 1.34 PS_2_1_20 28.48 29.52 1.16 1.39 PS_2_1_21 16.25 4.84 1.75 1.60 PS_2_1_22 17.30 6.37 1.76 1.95 PS_2_1_23 2.80 2.93 0.56 0.60 PS_2_1_24 7.19 3.45 1.38 1.38 PS_2_1_25 20.16 7.38 2.03 1.87 PS_2_1_26 7.13 3.95 1.01 1.41 PS_2_1_27 26.96 28.19 1.62 1.92 PS_2_1_28 18.42 9.47 0.86 1.03 PS_2_1_29 10.86 11.39 1.02 1.19 PS_2_1_30 11.34 6.11 0.79 1.09 PS_2_1_31 22.89 13.22 1.29 1.40 PS_2_1_32 12.79 13.60 1.20 1.29 PS_2_1_33 6.49 2.70 0.91 1.04 PS_2_1_34 15.28 10.99 1.44 1.67 PS_2_1_35 4.69 4.82 0.73 0.66
D-29 PS_2_1_36 20.69 21.79 0.93 1.23 PS_2_1_37 9.75 9.97 0.61 0.71 PS_2_1_38 18.66 5.47 0.95 1.09 PS_2_1_39 2.75 2.91 0.90 0.97 PS_2_1_40 5.12 4.05 0.85 1.13 PS_2_1_41 2.38 2.51 0.56 0.59 PS_2_1_42 10.93 4.54 1.79 1.41 PS_2_1_43 20.98 21.97 1.60 1.73 PS_2_1_44 21.62 7.99 1.32 1.31 PS_2_1_45 13.46 5.06 0.78 1.25 PS_2_1_46 7.69 7.98 1.06 1.12 PS_2_1_47 22.43 23.65 1.57 2.05 PS_2_1_48 17.96 8.93 1.63 1.61 PS_2_1_49 8.57 9.09 1.16 1.25 PS_2_1_50 14.59 6.24 1.74 1.77 PS_2_1_51 12.65 8.96 1.48 1.59 PS_2_1_52 18.50 6.13 1.46 1.41 PS_2_1_53 23.35 24.36 1.20 1.33 PS_2_1_54 4.16 4.43 0.63 0.81 PS_2_1_55 13.27 6.21 0.72 0.95 PS_2_1_56 2.31 1.33 0.52 0.66 PS_2_1_57 24.55 25.62 1.30 1.58 PS_2_1_58 18.29 18.73 1.61 1.94 PS_2_1_59 12.14 3.67 0.66 0.80 PS_2_1_60 8.79 9.27 1.14 1.34 PS_2_1_61 16.90 15.39 1.28 1.26 PS_2_1_62 7.82 8.44 1.25 1.21 PS_2_1_63 4.02 4.19 0.58 0.70 PS_2_1_64 5.16 5.37 0.66 0.82 PS_2_1_65 4.81 5.00 0.70 0.90 PS_2_1_66 13.11 3.28 0.66 0.87 PS_2_1_67 24.69 25.74 1.24 1.63 PS_2_1_68 5.89 6.09 0.93 1.01 PS_2_1_69 14.89 6.00 1.55 1.64 PS_2_1_70 22.13 16.44 1.46 1.60 PS_2_1_71 8.88 9.27 0.95 0.91 PS_2_1_72 7.89 8.31 1.05 1.11 PS_2_1_73 21.65 19.90 1.17 1.50 PS_2_1_74 9.89 4.64 0.75 1.00 PS_2_1_75 13.04 5.10 1.60 1.62 PS_2_1_76 19.07 6.82 1.07 1.20
D-30 PS_2_1_77 4.52 4.79 0.50 0.54 PS_2_1_78 24.43 24.29 1.24 1.57 PS_2_1_79 10.86 11.31 1.06 1.17 PS_2_1_80 12.60 7.70 0.98 0.89 PS_2_1_81 14.88 4.36 0.55 0.85 PS_2_1_82 27.66 28.78 1.07 1.38 PS_2_1_83 7.79 3.69 1.34 1.59 PS_2_1_84 16.89 17.56 1.33 1.66 PS_2_1_85 16.53 10.60 1.72 1.80 PS_2_1_86 7.06 7.42 1.33 1.52 PS_2_1_87 23.32 24.28 1.48 1.66 PS_2_1_88 22.41 23.14 1.65 2.09 PS_2_1_89 23.19 24.39 1.91 2.22 PS_2_1_90 17.11 4.51 1.59 1.47 PS_2_1_91 18.49 5.90 1.35 1.20 PS_2_1_92 17.26 6.58 1.41 1.51 PS_2_1_93 16.82 5.16 1.76 1.44 PS_2_1_94 10.50 3.73 0.50 0.80 PS_2_1_95 11.78 5.09 1.62 1.36 PS_2_1_96 3.73 3.90 0.79 0.92 PS_2_1_97 24.31 25.73 1.82 2.13 PS_2_1_98 4.51 4.50 0.74 0.78 PS_2_1_99 3.61 3.77 0.58 0.74 PS_2_1_100 4.61 4.41 0.74 0.65 PS_2_2_1 22.07 4.19 1.56 0.95 PS_2_2_2 6.62 4.02 1.08 0.89 PS_2_2_3 4.39 9.72 0.69 1.67 PS_2_2_4 18.18 11.11 1.39 1.62 PS_2_2_5 18.29 1.92 1.34 0.61 PS_2_2_6 9.71 28.15 1.23 2.02 PS_2_2_7 16.55 13.64 1.39 1.50 PS_2_2_8 4.76 12.13 0.62 1.59 PS_2_2_9 23.16 6.21 1.32 0.88 PS_2_2_10 2.75 26.30 0.54 1.49 PS_2_2_11 20.60 3.84 1.18 0.86 PS_2_2_12 6.16 6.18 0.71 1.19 PS_2_2_13 11.41 6.93 0.76 1.62 PS_2_2_14 3.54 4.46 0.60 1.55 PS_2_2_15 13.34 4.38 1.52 1.35 PS_2_2_16 6.67 6.39 0.45 0.79 PS_2_2_17 26.20 3.46 1.41 1.05
D-31 PS_2_2_18 12.37 3.62 1.02 1.11 PS_2_2_19 23.69 5.80 1.76 1.34 PS_2_2_20 10.84 29.52 0.74 1.39 PS_2_2_21 10.28 4.84 1.03 1.60 PS_2_2_22 20.62 6.37 2.10 1.95 PS_2_2_23 16.62 2.93 1.93 0.60 PS_2_2_24 18.25 3.45 1.17 1.38 PS_2_2_25 4.10 7.38 0.50 1.87 PS_2_2_26 9.83 3.95 0.87 1.41 PS_2_2_27 26.06 28.19 1.21 1.92 PS_2_2_28 13.61 9.47 0.90 1.03 PS_2_2_29 12.67 11.39 0.74 1.19 PS_2_2_30 6.17 6.11 0.41 1.09 PS_2_2_31 16.52 13.22 1.70 1.40 PS_2_2_32 11.38 13.60 1.63 1.29 PS_2_2_33 20.77 2.70 1.00 1.04 PS_2_2_34 19.91 10.99 1.54 1.67 PS_2_2_35 10.43 4.82 1.20 0.66 PS_2_2_36 4.57 21.79 0.51 1.23 PS_2_2_37 8.31 9.97 1.05 0.71 PS_2_2_38 6.15 5.47 1.24 1.09 PS_2_2_39 4.41 2.91 0.80 0.97 PS_2_2_40 22.21 4.05 1.81 1.13 PS_2_2_41 3.80 2.51 0.47 0.59 PS_2_2_42 21.83 4.54 0.84 1.41 PS_2_2_43 19.30 21.97 0.80 1.73 PS_2_2_44 10.37 7.99 1.68 1.31 PS_2_2_45 9.05 5.06 1.18 1.25 PS_2_2_46 20.62 7.98 1.66 1.12 PS_2_2_47 18.88 23.65 1.15 2.05 PS_2_2_48 12.63 8.93 1.91 1.61 PS_2_2_49 18.59 9.09 0.51 1.25 PS_2_2_50 14.25 6.24 1.10 1.77 PS_2_2_51 6.98 8.96 1.21 1.59 PS_2_2_52 23.77 6.13 1.21 1.41 PS_2_2_53 9.22 24.36 1.18 1.33 PS_2_2_54 13.93 4.43 0.79 0.81 PS_2_2_55 24.19 6.21 1.41 0.95 PS_2_2_56 20.26 1.33 1.28 0.66 PS_2_2_57 10.72 25.62 1.07 1.58 PS_2_2_58 21.45 18.73 1.06 1.94
D-32 PS_2_2_59 7.83 3.67 1.39 0.80 PS_2_2_60 16.23 9.27 0.38 1.34 PS_2_2_61 15.91 15.39 1.31 1.26 PS_2_2_62 16.75 8.44 2.12 1.21 PS_2_2_63 25.55 4.19 1.74 0.70 PS_2_2_64 23.29 5.37 1.57 0.82 PS_2_2_65 20.83 5.00 1.38 0.90 PS_2_2_66 15.90 3.28 2.11 0.87 PS_2_2_67 2.42 25.74 0.82 1.63 PS_2_2_68 21.30 6.09 1.32 1.01 PS_2_2_69 19.79 6.00 1.79 1.64 PS_2_2_70 4.55 16.44 0.52 1.60 PS_2_2_71 2.76 9.27 0.79 0.91 PS_2_2_72 19.04 8.31 1.52 1.11 PS_2_2_73 6.93 19.90 0.94 1.50 PS_2_2_74 5.93 4.64 1.13 1.00 PS_2_2_75 4.20 5.10 0.73 1.62 PS_2_2_76 25.23 6.82 1.05 1.20 PS_2_2_77 15.03 4.79 1.27 0.54 PS_2_2_78 14.24 24.29 1.43 1.57 PS_2_2_79 4.60 11.31 0.91 1.17 PS_2_2_80 20.27 7.70 1.64 0.89 PS_2_2_81 3.19 4.36 0.72 0.85 PS_2_2_82 24.06 28.78 1.50 1.38 PS_2_2_83 19.06 3.69 1.71 1.59 PS_2_2_84 5.39 17.56 0.68 1.66 PS_2_2_85 19.71 10.60 1.20 1.80 PS_2_2_86 20.85 7.42 1.43 1.52 PS_2_2_87 10.63 24.28 0.79 1.66 PS_2_2_88 3.58 23.14 0.64 2.09 PS_2_2_89 6.11 24.39 1.13 2.22 PS_2_2_90 27.83 4.51 1.41 1.47 PS_2_2_91 24.82 5.90 1.47 1.20 PS_2_2_92 10.51 6.58 1.28 1.51 PS_2_2_93 2.84 5.16 0.74 1.44 PS_2_2_94 10.14 3.73 0.78 0.80 PS_2_2_95 3.13 5.09 0.95 1.36 PS_2_2_96 18.31 3.90 1.27 0.92 PS_2_2_97 13.38 25.73 1.51 2.13 PS_2_2_98 14.20 4.50 1.63 0.78 PS_2_2_99 15.41 3.77 0.26 0.74
D-33 PS_2_2_100 20.89 4.41 0.54 0.65
D-34 D.2.2 Convergence Results Table D-6 - Convergence data for each data set of two-span PS. Sample Set Movement Limit State Converged at N Samples KS-Value Two-Span PS LD at Abutment Strength I Flexure 200 1.0000 Service I/III 200 1.0000 Strength I Shear 200 0.9853 TD at Abutment Strength I Flexure 200 1.0000 Service I/III 200 0.9999 Strength I Shear 200 0.9903 LD at Pier Strength I Flexure 200 1.0000 Service I/III 200 0.9999 Strength I Shear 200 0.9953 TD at Pier Strength I Flexure 200 0.9953 Service I/III 200 0.9903 Strength I Shear 200 0.9999 Figure D-16 - ECDF plot showing convergence of two-span PS for LD movement at the abutment for the Strength I Flexure limit state.
D-35 Figure D-17 - ECDF plot showing convergence of two-span PS for LD movement at the abutment for the Service I/III limit state. Figure D-18 - ECDF plot showing convergence of two-span PS for LD movement at the abutment for the Strength I Shear limit state.
D-36 Figure D-19 - ECDF plot showing convergence of two-span PS for TD movement at the abutment for the Strength I Flexure limit state. Figure D-20 - ECDF plot showing convergence of two-span PS for TD movement at the abutment for the Service I/III limit state.
D-37 Figure D-21 - ECDF plot showing convergence of two-span PS for TD movement at the abutment for the Strength I Shear limit state. Figure D-22 - ECDF plot showing convergence of two-span PS for LD movement at the pier for the Strength I Flexure limit state.
D-38 Figure D-23 - ECDF plot showing convergence of two-span PS for LD movement at the pier for the Service I/III limit state. Figure D-24 - ECDF plot showing convergence of two-span PS for LD movement at the pier for the Strength I Shear limit state.
D-39 Figure D-25 - ECDF plot showing convergence of two-span PS for TD movement at the pier for the Strength I Flexure limit state. Figure D-26 - ECDF plot showing convergence of two-span PS for TD movement at the pier for the Service I/III limit state.
D-40 Figure D-27 - ECDF plot showing convergence of two-span PS for TD movement at the pier for the Strength I Shear limit state.
D-41 D.2.3 Bi-Variate Plots of Tolerable Support Movement D.2.3.1 Strength I Flexure Figure D-28 - Span Length versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a Two-Span Continuous PS bridge. Figure D-29 - Girder Spacing versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a Two-Span Continuous PS bridge.
D-42 Figure D-30 - Skew versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a Two-Span Continuous PS bridge. Figure D-31 - Width versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a Two-Span Continuous PS bridge.
D-43 Figure D-32 - Span Length versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Two-Span Continuous PS bridge. Figure D-33 - Girder Spacing versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Two-Span Continuous PS bridge.
D-44 Figure D-34 - Skew versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Two-Span Continuous PS bridge. Figure D-35 - Width versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Two- Span Continuous PS bridge.
D-45 Figure D-36 - Span Length versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a Two- Span Continuous PS bridge. Figure D-37 - Girder Spacing versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a Two- Span Continuous PS bridge.
D-46 Figure D-38 - Skew versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a Two-Span Continuous PS bridge. Figure D-39 - Width versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a Two-Span Continuous PS bridge.
D-47 Figure D-40 - Span Length versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a Two- Span Continuous PS bridge. Figure D-41 - Girder Spacing versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a Two- Span Continuous PS bridge.
D-48 Figure D-42 - Skew versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a Two-Span Continuous PS bridge. Figure D-43 - Width versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a Two-Span Continuous PS bridge.
D-49 D.2.3.2 Strength I Shear Figure D-44 - Span Length versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a Two- Span Continuous PS bridge. Figure D-45 - Girder Spacing versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a Two-Span Continuous PS bridge.
D-50 Figure D-46 - Skew versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a Two-Span Continuous PS bridge. Figure D-47 - Width versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a Two-Span Continuous PS bridge.
D-51 Figure D-48 - Span Length versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Two- Span Continuous PS bridge. Figure D-49 - Girder Spacing versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Two-Span Continuous PS bridge.
D-52 Figure D-50 - Skew versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Two-Span Continuous PS bridge. Figure D-51 - Width versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Two-Span Continuous PS bridge.
D-53 Figure D-52 - Span Length versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a Two-Span Continuous PS bridge. Figure D-53 - Girder Spacing versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a Two- Span Continuous PS bridge.
D-54 Figure D-54 - Skew versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a Two-Span Continuous PS bridge. Figure D-55 - Width versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a Two-Span Continuous PS bridge.
D-55 Figure D-56 - Span Length versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a Two-Span Continuous PS bridge. Figure D-57 - Girder Spacing versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a Two- Span Continuous PS bridge.
D-56 Figure D-58 - Skew versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a Two-Span Continuous PS bridge. Figure D-59 - Width versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a Two-Span Continuous PS bridge.
D-57 D.2.3.3 Service I/III Figure D-60 - Span Length versus tolerable LD movement occurring at the abutment at the Service I/III limit state for a Two-Span Continuous PS bridge. Figure D-61 - Girder Spacing versus tolerable LD movement occurring at the abutment at the Service I/III limit state for a Two- Span Continuous PS bridge.
D-58 Figure D-62 - Skew versus tolerable LD movement occurring at the abutment at the Service I/III limit state for a Two-Span Continuous PS bridge. Figure D-63 - Width versus tolerable LD movement occurring at the abutment at the Service I/III limit state for a Two-Span Continuous PS bridge.
D-59 Figure D-64 - Span Length versus tolerable TD movement occurring at the abutment at the Service I/III limit state for a Two-Span Continuous PS bridge. Figure D-65 - Girder Spacing versus tolerable TD movement occurring at the abutment at the Service I/III limit state for a Two- Span Continuous PS bridge.
D-60 Figure D-66 - Skew versus tolerable TD movement occurring at the abutment at the Service I/III limit state for a Two-Span Continuous PS bridge. Figure D-67 - Width versus tolerable TD movement occurring at the abutment at the Service I/III limit state for a Two-Span Continuous PS bridge.
D-61 Figure D-68 - Span Length versus tolerable LD movement occurring at the pier at the Service I/III limit state for a Two-Span Continuous PS bridge. Figure D-69 - Girder Spacing versus tolerable LD movement occurring at the pier at the Service I/III limit state for a Two-Span Continuous PS bridge.
D-62 Figure D-70 - Skew versus tolerable LD movement occurring at the pier at the Service I/III limit state for a Two-Span Continuous PS bridge. Figure D-71 - Width versus tolerable LD movement occurring at the pier at the Service I/III limit state for a Two-Span Continuous PS bridge.
D-63 Figure D-72 - Span Length versus tolerable TD movement occurring at the pier at the Service I/III limit state for a Two-Span Continuous PS bridge. Figure D-73 - Girder Spacing versus tolerable TD movement occurring at the pier at the Service I/III limit state for a Two-Span Continuous PS bridge.
D-64 Figure D-74 - Skew versus tolerable TD movement occurring at the pier at the Service I/III limit state for a Two-Span Continuous PS bridge. Figure D-75 - Width versus tolerable TD movement occurring at the pier at the Service I/III limit state for a Two-Span Continuous PS bridge.
D-65 D.3 Three-Span Continuous Pre-Stressed Concrete D.3.1 Tolerable Support Movement Results D.3.1.1 Strength I Flexure Table D-7 - Observed tolerable movement for three-span PS bridges at the Strength I Flexure limit state. Bridge ID LD at Abt Î [in.] TD at Abt Î [in.] LD at Pier Î [in.] TD at Pier Î [in.] PS_3_1_1 14.38 14.65 9.46 8.81 PS_3_1_2 5.99 5.71 3.37 2.70 PS_3_1_3 22.66 24.41 8.02 8.54 PS_3_1_4 5.68 6.28 2.09 2.43 PS_3_1_5 10.73 11.85 5.25 4.90 PS_3_1_6 12.78 13.46 8.18 7.35 PS_3_1_7 24.76 27.31 8.12 10.02 PS_3_1_8 16.74 18.63 5.74 4.83 PS_3_1_9 19.01 21.80 9.30 8.02 PS_3_1_10 1.34 1.46 0.93 1.00 PS_3_1_11 17.31 18.84 8.32 7.80 PS_3_1_12 16.53 16.96 7.88 7.48 PS_3_1_13 23.14 25.09 11.11 10.26 PS_3_1_14 11.50 11.89 6.10 5.73 PS_3_1_15 20.10 21.80 8.62 8.21 PS_3_1_16 13.37 14.68 5.35 5.73 PS_3_1_17 8.53 9.14 6.19 5.31 PS_3_1_18 14.39 17.84 5.66 7.36 PS_3_1_19 21.55 22.98 8.02 7.37 PS_3_1_20 6.47 6.87 2.26 2.43 PS_3_1_21 23.51 25.83 11.23 10.90 PS_3_1_22 25.91 29.41 9.14 11.84 PS_3_1_23 11.27 12.88 4.15 4.51 PS_3_1_24 9.12 10.13 2.96 2.96 PS_3_1_25 22.28 24.97 7.63 8.32 PS_3_1_26 21.94 24.30 9.90 10.64 PS_3_1_27 23.95 25.21 7.13 7.58 PS_3_1_28 23.48 25.02 7.49 7.85 PS_3_1_29 8.33 9.10 2.80 3.15 PS_3_1_30 10.48 12.02 4.96 5.63 PS_3_1_31 14.94 16.26 9.88 9.16
D-66 PS_3_1_32 16.29 19.11 6.90 8.26 PS_3_1_33 2.91 3.38 1.65 2.04 PS_3_1_34 4.70 5.17 1.66 1.73 PS_3_1_35 9.22 9.95 5.31 5.07 PS_3_1_36 12.95 12.19 8.24 6.59 PS_3_1_37 1.93 2.10 1.31 1.45 PS_3_1_38 22.55 23.81 7.79 7.74 PS_3_1_39 24.32 27.88 8.03 10.75 PS_3_1_40 16.84 18.56 4.86 5.72 PS_3_1_41 2.44 2.52 0.97 1.06 PS_3_1_42 2.44 2.63 1.65 1.60 PS_3_1_43 13.49 17.21 5.74 6.57 PS_3_1_44 4.47 5.43 1.60 2.17 PS_3_1_45 20.05 20.86 8.67 8.53 PS_3_1_46 17.62 19.79 6.42 5.37 PS_3_1_47 11.14 11.70 2.94 3.22 PS_3_1_48 22.85 24.85 8.37 8.95 PS_3_1_49 11.76 12.85 4.25 4.79 PS_3_1_50 24.44 26.89 8.89 10.30 PS_3_1_51 9.25 9.96 2.90 3.41 PS_3_1_52 25.41 29.19 11.99 13.72 PS_3_1_53 20.70 21.71 7.00 7.41 PS_3_1_54 21.94 23.10 9.07 9.35 PS_3_1_55 21.60 23.58 9.57 9.79 PS_3_1_56 5.10 5.60 3.48 3.19 PS_3_1_57 21.30 23.25 6.39 6.54 PS_3_1_58 23.13 25.53 10.19 9.65 PS_3_1_59 21.01 24.74 7.90 9.16 PS_3_1_60 6.09 6.67 2.67 2.78 PS_3_1_61 9.73 10.38 4.59 4.42 PS_3_1_62 13.76 15.94 5.59 5.61 PS_3_1_63 11.52 13.50 4.43 4.92 PS_3_1_64 17.98 19.40 7.48 9.35 PS_3_1_65 9.19 6.84 5.76 3.99 PS_3_1_66 17.83 19.41 6.54 6.94 PS_3_1_67 15.81 19.46 6.43 8.49 PS_3_1_68 21.31 26.76 8.98 11.51 PS_3_1_69 6.26 7.20 0.94 1.14 PS_3_1_70 9.02 9.94 4.56 4.12 PS_3_1_71 4.50 4.68 3.11 3.17 PS_3_1_72 16.34 17.25 7.63 6.38
D-67 PS_3_1_73 20.45 21.88 9.68 10.21 PS_3_1_74 19.69 20.27 9.57 8.93 PS_3_1_75 5.98 7.00 2.44 2.54 PS_3_1_76 23.22 27.25 7.94 9.59 PS_3_1_77 2.96 3.33 1.49 1.66 PS_3_1_78 20.99 23.16 9.18 9.37 PS_3_1_79 3.65 4.00 2.06 2.15 PS_3_1_80 16.66 18.61 6.66 7.74 PS_3_1_81 15.75 17.11 9.10 8.11 PS_3_1_82 17.00 17.64 5.73 6.57 PS_3_1_83 11.36 11.81 8.24 6.67 PS_3_1_84 2.96 3.35 1.82 1.77 PS_3_1_85 9.65 10.66 4.19 4.35 PS_3_1_86 6.59 7.21 2.43 2.72 PS_3_1_87 4.48 4.73 2.07 2.16 PS_3_1_88 6.70 7.36 2.00 2.16 PS_3_1_89 19.23 20.46 7.30 6.87 PS_3_1_90 18.67 20.97 6.27 8.44 PS_3_1_91 14.30 16.98 5.08 6.26 PS_3_1_92 7.23 8.93 2.76 3.52 PS_3_1_93 17.72 18.23 9.88 9.21 PS_3_1_94 8.12 8.39 4.59 3.84 PS_3_1_95 17.58 18.27 6.87 7.10 PS_3_1_96 2.63 3.20 0.75 0.88 PS_3_1_97 13.87 15.70 6.21 5.15 PS_3_1_98 5.13 5.62 2.17 2.33 PS_3_1_99 4.35 4.52 2.34 2.38 PS_3_1_100 22.25 25.54 9.66 11.46 PS_3_2_1 6.24 14.65 1.40 8.81 PS_3_2_2 3.59 5.71 1.20 2.70 PS_3_2_3 3.05 24.41 1.76 8.54 PS_3_2_4 13.21 6.28 5.72 2.43 PS_3_2_5 15.42 11.85 9.10 4.90 PS_3_2_6 12.40 13.46 4.44 7.35 PS_3_2_7 17.18 27.31 7.85 10.02 PS_3_2_8 21.75 18.63 6.76 4.83 PS_3_2_9 1.82 21.80 1.13 8.02 PS_3_2_10 19.41 1.46 8.35 1.00 PS_3_2_11 9.09 18.84 6.18 7.80 PS_3_2_12 4.24 16.96 1.99 7.48 PS_3_2_13 5.73 25.09 2.00 10.26
D-68 PS_3_2_14 5.64 11.89 3.95 5.73 PS_3_2_15 19.94 21.80 7.71 8.21 PS_3_2_16 16.91 14.68 7.83 5.73 PS_3_2_17 1.96 9.14 1.35 5.31 PS_3_2_18 22.08 17.84 9.61 7.36 PS_3_2_19 15.35 22.98 6.29 7.37 PS_3_2_20 6.92 6.87 3.29 2.43 PS_3_2_21 21.39 25.83 8.47 10.90 PS_3_2_22 5.61 29.41 2.04 11.84 PS_3_2_23 8.39 12.88 6.13 4.51 PS_3_2_24 2.61 10.13 1.38 2.96 PS_3_2_25 9.84 24.97 3.91 8.32 PS_3_2_26 8.24 24.30 2.95 10.64 PS_3_2_27 14.38 25.21 6.16 7.58 PS_3_2_28 11.08 25.02 3.95 7.85 PS_3_2_29 12.37 9.10 3.98 3.15 PS_3_2_30 4.64 12.02 3.20 5.63 PS_3_2_31 21.01 16.26 7.61 9.16 PS_3_2_32 5.84 19.11 1.99 8.26 PS_3_2_33 24.60 3.38 8.37 2.04 PS_3_2_34 22.56 5.17 8.36 1.73 PS_3_2_35 3.85 9.95 2.63 5.07 PS_3_2_36 20.45 12.19 10.68 6.59 PS_3_2_37 18.55 2.10 9.65 1.45 PS_3_2_38 14.96 23.81 6.15 7.74 PS_3_2_39 19.69 27.88 9.96 10.75 PS_3_2_40 20.18 18.56 9.55 5.72 PS_3_2_41 7.27 2.52 2.15 1.06 PS_3_2_42 14.68 2.63 4.22 1.60 PS_3_2_43 20.76 17.21 9.84 6.57 PS_3_2_44 25.73 5.43 9.56 2.17 PS_3_2_45 10.82 20.86 7.12 8.53 PS_3_2_46 14.18 19.79 7.46 5.37 PS_3_2_47 18.56 11.70 10.19 3.22 PS_3_2_48 12.75 24.85 6.50 8.95 PS_3_2_49 19.22 12.85 7.37 4.79 PS_3_2_50 10.06 26.89 4.91 10.30 PS_3_2_51 21.69 9.96 8.40 3.41 PS_3_2_52 23.67 29.19 9.61 13.72 PS_3_2_53 11.87 21.71 5.30 7.41 PS_3_2_54 15.86 23.10 6.32 9.35
D-69 PS_3_2_55 24.21 23.58 11.34 9.79 PS_3_2_56 7.12 5.60 1.96 3.19 PS_3_2_57 23.33 23.25 9.21 6.54 PS_3_2_58 3.47 25.53 1.94 9.65 PS_3_2_59 21.97 24.74 7.55 9.16 PS_3_2_60 25.75 6.67 9.21 2.78 PS_3_2_61 20.93 10.38 8.10 4.42 PS_3_2_62 17.32 15.94 6.58 5.61 PS_3_2_63 18.21 13.50 5.25 4.92 PS_3_2_64 21.92 19.40 8.71 9.35 PS_3_2_65 17.17 6.84 7.29 3.99 PS_3_2_66 5.09 19.41 2.56 6.94 PS_3_2_67 13.96 19.46 6.95 8.49 PS_3_2_68 15.09 26.76 8.23 11.51 PS_3_2_69 8.44 7.20 1.72 1.14 PS_3_2_70 9.44 9.94 3.16 4.12 PS_3_2_71 7.83 4.68 5.64 3.17 PS_3_2_72 18.92 17.25 7.47 6.38 PS_3_2_73 13.54 21.88 9.13 10.21 PS_3_2_74 17.76 20.27 6.72 8.93 PS_3_2_75 2.92 7.00 1.32 2.54 PS_3_2_76 22.28 27.25 10.31 9.59 PS_3_2_77 4.77 3.33 1.28 1.66 PS_3_2_78 7.27 23.16 3.97 9.37 PS_3_2_79 9.19 4.00 2.76 2.15 PS_3_2_80 23.80 18.61 8.53 7.74 PS_3_2_81 4.44 17.11 3.05 8.11 PS_3_2_82 20.61 17.64 5.98 6.57 PS_3_2_83 11.78 11.81 6.85 6.67 PS_3_2_84 4.71 3.35 1.01 1.77 PS_3_2_85 19.36 10.66 9.43 4.35 PS_3_2_86 17.04 7.21 8.33 2.72 PS_3_2_87 20.26 4.73 6.96 2.16 PS_3_2_88 21.70 7.36 7.90 2.16 PS_3_2_89 19.98 20.46 9.37 6.87 PS_3_2_90 14.96 20.97 8.52 8.44 PS_3_2_91 5.84 16.98 2.95 6.26 PS_3_2_92 9.37 8.93 3.24 3.52 PS_3_2_93 16.16 18.23 9.83 9.21 PS_3_2_94 20.22 8.39 6.86 3.84 PS_3_2_95 8.65 18.27 5.33 7.10
D-70 PS_3_2_96 9.42 3.20 4.43 0.88 PS_3_2_97 1.82 15.70 0.98 5.15 PS_3_2_98 3.57 5.62 1.17 2.33 PS_3_2_99 16.60 4.52 6.71 2.38 PS_3_2_100 24.02 25.54 9.77 11.46
D-71 D.3.1.2 Strength I Shear Table D-8 - Observed tolerable movement for three-span PS bridges at the Strength I Shear limit state. Bridge ID LD at Abt Î [in.] TD at Abt Î [in.] LD at Pier Î [in.] TD at Pier Î [in.] PS_3_1_1 20.52 20.64 11.60 10.74 PS_3_1_2 4.80 3.64 2.90 1.66 PS_3_1_3 24.32 5.60 12.35 2.38 PS_3_1_4 11.94 4.84 5.18 2.52 PS_3_1_5 9.74 4.91 5.76 2.16 PS_3_1_6 7.30 6.40 4.65 2.79 PS_3_1_7 44.39 6.93 17.78 3.34 PS_3_1_8 7.15 2.98 4.57 1.30 PS_3_1_9 28.77 12.00 17.24 4.64 PS_3_1_10 2.64 2.94 1.76 1.77 PS_3_1_11 16.88 9.28 10.50 3.78 PS_3_1_12 20.36 20.43 12.74 8.12 PS_3_1_13 23.04 10.32 13.27 3.94 PS_3_1_14 11.26 11.92 6.98 5.50 PS_3_1_15 19.06 8.74 11.37 3.60 PS_3_1_16 18.77 8.05 9.20 3.45 PS_3_1_17 7.85 8.53 4.92 3.68 PS_3_1_18 35.87 16.81 12.71 8.21 PS_3_1_19 13.27 2.80 7.41 1.27 PS_3_1_20 10.63 5.21 4.91 2.62 PS_3_1_21 28.11 20.88 18.84 7.63 PS_3_1_22 52.63 9.68 18.25 4.70 PS_3_1_23 25.55 19.81 10.42 9.17 PS_3_1_24 14.84 13.49 7.64 5.53 PS_3_1_25 31.41 17.94 17.41 7.12 PS_3_1_26 38.76 10.68 16.98 4.64 PS_3_1_27 44.35 3.38 15.82 1.76 PS_3_1_28 20.91 4.73 11.34 2.09 PS_3_1_29 17.98 9.22 7.01 4.70 PS_3_1_30 21.09 22.93 9.11 10.41 PS_3_1_31 24.12 24.44 16.21 13.55 PS_3_1_32 32.62 10.62 13.65 4.78 PS_3_1_33 8.45 6.75 2.86 3.17 PS_3_1_34 10.06 8.99 4.72 3.87
D-72 PS_3_1_35 14.28 14.64 9.75 7.10 PS_3_1_36 6.15 6.91 4.09 3.45 PS_3_1_37 5.69 5.30 2.56 2.43 PS_3_1_38 21.84 8.38 11.89 3.40 PS_3_1_39 51.06 14.80 16.98 7.26 PS_3_1_40 42.35 6.50 14.70 3.45 PS_3_1_41 4.95 5.07 2.39 2.54 PS_3_1_42 2.67 3.02 1.77 2.04 PS_3_1_43 28.22 12.80 11.94 5.44 PS_3_1_44 12.43 8.38 4.40 4.28 PS_3_1_45 18.04 12.50 11.66 4.83 PS_3_1_46 10.67 2.14 6.54 0.96 PS_3_1_47 16.87 4.01 7.22 2.06 PS_3_1_48 28.51 8.11 14.86 3.37 PS_3_1_49 22.39 9.23 9.18 4.45 PS_3_1_50 35.25 5.48 15.91 2.61 PS_3_1_51 16.32 2.67 6.79 1.42 PS_3_1_52 40.52 14.90 16.66 5.92 PS_3_1_53 27.72 7.18 12.02 3.31 PS_3_1_54 34.30 17.63 15.56 7.18 PS_3_1_55 28.54 28.29 19.16 10.52 PS_3_1_56 9.58 9.00 4.98 5.18 PS_3_1_57 18.72 2.91 10.88 1.35 PS_3_1_58 24.66 11.86 15.70 4.58 PS_3_1_59 40.64 24.33 18.01 10.13 PS_3_1_60 12.33 12.07 5.52 5.29 PS_3_1_61 12.63 7.78 7.30 3.22 PS_3_1_62 22.39 17.16 13.77 6.95 PS_3_1_63 19.30 6.19 8.95 2.86 PS_3_1_64 45.82 7.07 15.50 3.73 PS_3_1_65 7.80 5.71 5.17 2.29 PS_3_1_66 20.80 3.51 10.05 1.67 PS_3_1_67 38.09 12.23 13.55 5.72 PS_3_1_68 49.02 18.38 17.91 8.40 PS_3_1_69 17.01 7.59 5.71 4.36 PS_3_1_70 8.70 5.25 4.88 2.40 PS_3_1_71 8.98 9.06 5.01 5.91 PS_3_1_72 14.06 8.11 9.04 3.16 PS_3_1_73 35.20 12.01 16.44 5.35 PS_3_1_74 13.96 14.27 9.02 5.91 PS_3_1_75 9.87 5.29 5.31 2.18
D-73 PS_3_1_76 54.58 28.00 18.32 13.86 PS_3_1_77 7.57 7.83 4.80 4.40 PS_3_1_78 34.78 20.37 18.12 8.22 PS_3_1_79 10.10 8.97 4.36 4.17 PS_3_1_80 34.93 14.05 13.53 6.46 PS_3_1_81 14.24 10.34 9.02 4.11 PS_3_1_82 38.22 3.93 12.94 2.08 PS_3_1_83 7.71 7.72 5.10 3.33 PS_3_1_84 7.23 6.40 3.47 3.21 PS_3_1_85 16.83 15.28 7.99 6.76 PS_3_1_86 12.37 12.46 8.47 8.45 PS_3_1_87 5.10 4.77 3.01 2.07 PS_3_1_88 9.86 10.45 5.58 4.81 PS_3_1_89 12.03 5.94 7.97 2.41 PS_3_1_90 49.14 4.27 16.66 2.30 PS_3_1_91 28.42 9.01 11.72 4.13 PS_3_1_92 19.52 7.67 6.68 3.95 PS_3_1_93 15.46 13.75 10.10 5.19 PS_3_1_94 12.57 11.29 6.28 4.43 PS_3_1_95 33.66 4.18 12.83 2.18 PS_3_1_96 8.44 9.95 3.05 3.45 PS_3_1_97 12.14 7.91 7.83 3.28 PS_3_1_98 10.15 10.34 6.41 6.17 PS_3_1_99 6.46 6.50 3.31 3.04 PS_3_1_100 41.62 13.55 15.80 5.74 PS_3_2_1 16.48 20.64 5.94 10.74 PS_3_2_2 6.56 3.64 2.92 1.66 PS_3_2_3 7.15 5.60 3.73 2.38 PS_3_2_4 35.40 4.84 11.91 2.52 PS_3_2_5 9.26 4.91 6.05 2.16 PS_3_2_6 28.06 6.40 10.15 2.79 PS_3_2_7 11.03 6.93 7.21 3.34 PS_3_2_8 30.62 2.98 13.77 1.30 PS_3_2_9 4.09 12.00 1.90 4.64 PS_3_2_10 9.85 2.94 6.55 1.77 PS_3_2_11 6.79 9.28 4.33 3.78 PS_3_2_12 7.38 20.43 3.33 8.12 PS_3_2_13 8.55 10.32 4.58 3.94 PS_3_2_14 3.19 11.92 2.09 5.50 PS_3_2_15 12.70 8.74 7.68 3.60 PS_3_2_16 26.80 8.05 16.85 3.45
D-74 PS_3_2_17 5.53 8.53 2.64 3.68 PS_3_2_18 52.10 16.81 17.47 8.21 PS_3_2_19 19.93 2.80 12.56 1.27 PS_3_2_20 18.61 5.21 7.09 2.62 PS_3_2_21 35.67 20.88 15.62 7.63 PS_3_2_22 10.90 9.68 5.56 4.70 PS_3_2_23 14.57 19.81 7.39 9.17 PS_3_2_24 7.84 13.49 2.98 5.53 PS_3_2_25 16.53 17.94 8.52 7.12 PS_3_2_26 14.68 10.68 6.40 4.64 PS_3_2_27 17.95 3.38 10.28 1.76 PS_3_2_28 21.39 4.73 8.60 2.09 PS_3_2_29 22.98 9.22 10.51 4.70 PS_3_2_30 3.85 22.93 2.37 10.41 PS_3_2_31 30.56 24.44 12.19 13.55 PS_3_2_32 13.77 10.62 5.49 4.78 PS_3_2_33 41.50 6.75 16.42 3.17 PS_3_2_34 38.87 8.99 17.83 3.87 PS_3_2_35 3.15 14.64 2.10 7.10 PS_3_2_36 17.68 6.91 11.55 3.45 PS_3_2_37 11.45 5.30 7.54 2.43 PS_3_2_38 39.51 8.38 13.53 3.40 PS_3_2_39 9.17 14.80 6.26 7.26 PS_3_2_40 30.35 6.50 15.33 3.45 PS_3_2_41 18.10 5.07 6.40 2.54 PS_3_2_42 20.55 3.02 9.27 2.04 PS_3_2_43 12.84 12.80 8.28 5.44 PS_3_2_44 31.25 8.38 14.75 4.28 PS_3_2_45 5.42 12.50 3.43 4.83 PS_3_2_46 16.08 2.14 9.58 0.96 PS_3_2_47 18.77 4.01 11.86 2.06 PS_3_2_48 17.27 8.11 10.45 3.37 PS_3_2_49 22.59 9.23 13.16 4.45 PS_3_2_50 20.15 5.48 9.02 2.61 PS_3_2_51 28.55 2.67 16.39 1.42 PS_3_2_52 56.95 14.90 19.00 5.92 PS_3_2_53 25.22 7.18 11.91 3.31 PS_3_2_54 31.91 17.63 15.87 7.18 PS_3_2_55 33.44 28.29 16.06 10.52 PS_3_2_56 12.27 9.00 5.74 5.18 PS_3_2_57 49.11 2.91 16.33 1.35
D-75 PS_3_2_58 7.92 11.86 5.48 4.58 PS_3_2_59 28.82 24.33 13.09 10.13 PS_3_2_60 54.66 12.07 18.22 5.29 PS_3_2_61 20.22 7.78 11.30 3.22 PS_3_2_62 11.47 17.16 6.90 6.95 PS_3_2_63 25.48 6.19 12.58 2.86 PS_3_2_64 22.84 7.07 11.31 3.73 PS_3_2_65 40.72 5.71 15.27 2.29 PS_3_2_66 12.80 3.51 5.67 1.67 PS_3_2_67 7.51 12.23 5.00 5.72 PS_3_2_68 7.54 18.38 4.36 8.40 PS_3_2_69 13.53 7.59 6.16 4.36 PS_3_2_70 19.91 5.25 7.64 2.40 PS_3_2_71 8.26 9.06 5.09 5.91 PS_3_2_72 18.37 8.11 10.46 3.16 PS_3_2_73 9.50 12.01 6.24 5.35 PS_3_2_74 18.04 14.27 10.25 5.91 PS_3_2_75 9.36 5.29 3.26 2.18 PS_3_2_76 35.04 28.00 16.92 13.86 PS_3_2_77 8.13 7.83 4.33 4.40 PS_3_2_78 11.61 20.37 6.80 8.22 PS_3_2_79 11.27 8.97 6.58 4.17 PS_3_2_80 46.91 14.05 15.58 6.46 PS_3_2_81 7.60 10.34 4.89 4.11 PS_3_2_82 24.59 3.93 11.23 2.08 PS_3_2_83 5.94 7.72 3.50 3.33 PS_3_2_84 15.32 6.40 5.12 3.21 PS_3_2_85 24.35 15.28 16.48 6.76 PS_3_2_86 24.27 12.46 14.77 8.45 PS_3_2_87 46.87 4.77 16.21 2.07 PS_3_2_88 18.03 10.45 10.10 4.81 PS_3_2_89 29.90 5.94 16.38 2.41 PS_3_2_90 18.38 4.27 10.92 2.30 PS_3_2_91 7.36 9.01 4.54 4.13 PS_3_2_92 14.04 7.67 7.77 3.95 PS_3_2_93 10.83 13.75 7.09 5.19 PS_3_2_94 46.96 11.29 17.13 4.43 PS_3_2_95 6.05 4.18 3.73 2.18 PS_3_2_96 16.17 9.95 8.74 3.45 PS_3_2_97 5.12 7.91 2.42 3.28 PS_3_2_98 11.40 10.34 3.94 6.17
D-76 PS_3_2_99 39.39 6.50 13.85 3.04 PS_3_2_100 49.97 13.55 17.10 5.74
D-77 D.3.1.3 Service I/III Table D-9 - Observed tolerable movement for three-span PS bridges at the Service I/III limit states. PS_3_1_1 16.40 5.68 1.89 1.77 PS_3_1_2 6.33 3.32 1.38 1.19 PS_3_1_3 17.79 16.46 2.11 2.20 PS_3_1_4 5.29 5.64 1.02 1.17 PS_3_1_5 10.14 7.22 1.60 1.48 PS_3_1_6 14.73 6.27 2.25 2.14 PS_3_1_7 16.81 24.78 2.12 2.63 PS_3_1_8 8.57 5.91 1.25 1.05 PS_3_1_9 14.48 5.17 1.79 1.54 PS_3_1_10 2.27 2.38 0.88 0.89 PS_3_1_11 18.65 8.82 2.16 2.03 PS_3_1_12 15.57 8.90 1.94 1.80 PS_3_1_13 22.09 10.90 2.59 2.37 PS_3_1_14 12.82 4.84 1.62 1.53 PS_3_1_15 16.02 9.87 2.11 1.92 PS_3_1_16 13.60 14.50 1.61 1.72 PS_3_1_17 9.58 4.99 2.14 1.92 PS_3_1_18 12.57 17.42 1.64 2.15 PS_3_1_19 15.09 15.72 1.84 1.70 PS_3_1_20 6.46 6.86 0.83 0.89 PS_3_1_21 12.54 8.50 1.48 1.37 PS_3_1_22 15.64 22.90 2.03 2.61 PS_3_1_23 6.70 8.54 0.85 0.92 PS_3_1_24 6.87 7.30 0.86 0.84 PS_3_1_25 12.37 15.88 1.48 1.65 PS_3_1_26 15.04 16.09 2.00 2.13 PS_3_1_27 13.53 15.94 1.64 1.74 PS_3_1_28 13.74 17.21 1.70 1.77 PS_3_1_29 9.14 9.58 1.26 1.37 PS_3_1_30 8.74 11.34 1.06 1.24 PS_3_1_31 17.28 7.34 2.20 2.03 PS_3_1_32 15.80 19.01 2.02 2.43 PS_3_1_33 3.72 3.94 1.02 1.22 PS_3_1_34 5.10 5.40 0.64 0.67 PS_3_1_35 10.29 7.53 1.53 1.45 PS_3_1_36 12.21 6.88 2.77 2.28 PS_3_1_37 2.67 2.86 0.82 0.92
D-78 PS_3_1_38 8.94 11.40 1.29 1.29 PS_3_1_39 11.32 16.36 1.54 2.01 PS_3_1_40 10.80 13.85 1.46 1.72 PS_3_1_41 3.02 3.14 0.62 0.67 PS_3_1_42 2.86 1.96 1.12 0.97 PS_3_1_43 9.23 14.14 1.20 1.37 PS_3_1_44 5.45 5.86 0.90 1.16 PS_3_1_45 18.84 12.76 2.10 2.01 PS_3_1_46 12.77 6.28 1.63 1.36 PS_3_1_47 10.05 11.05 1.29 1.39 PS_3_1_48 15.18 15.33 1.84 1.93 PS_3_1_49 9.22 11.39 1.19 1.29 PS_3_1_50 18.11 23.51 2.34 2.66 PS_3_1_51 7.30 7.78 1.31 1.52 PS_3_1_52 15.27 23.17 1.90 2.25 PS_3_1_53 14.94 18.11 1.95 2.07 PS_3_1_54 10.72 13.80 1.41 1.45 PS_3_1_55 14.11 13.04 1.65 1.59 PS_3_1_56 6.10 2.94 1.47 1.14 PS_3_1_57 16.27 9.88 1.91 1.99 PS_3_1_58 20.66 10.58 2.25 2.13 PS_3_1_59 11.30 16.29 1.48 1.73 PS_3_1_60 6.49 5.43 0.76 0.80 PS_3_1_61 9.53 7.78 1.40 1.36 PS_3_1_62 13.85 8.09 1.50 1.47 PS_3_1_63 12.08 12.97 1.82 1.99 PS_3_1_64 11.56 15.01 1.54 1.93 PS_3_1_65 9.04 3.06 2.03 1.37 PS_3_1_66 16.74 15.07 2.36 2.37 PS_3_1_67 13.69 19.00 1.80 2.48 PS_3_1_68 16.76 24.81 2.15 2.77 PS_3_1_69 4.26 5.31 0.51 0.61 PS_3_1_70 10.38 4.65 1.28 1.17 PS_3_1_71 5.49 4.40 1.11 1.09 PS_3_1_72 16.68 4.65 1.87 1.51 PS_3_1_73 13.94 18.26 1.83 1.92 PS_3_1_74 19.67 9.79 2.26 2.01 PS_3_1_75 5.38 5.96 1.14 1.18 PS_3_1_76 10.02 12.56 1.43 1.70 PS_3_1_77 3.28 3.58 0.77 0.85 PS_3_1_78 14.01 14.98 1.78 1.76
D-79 PS_3_1_79 4.95 5.42 0.97 1.01 PS_3_1_80 9.78 12.29 1.32 1.48 PS_3_1_81 17.88 5.93 2.06 1.86 PS_3_1_82 14.97 16.84 1.92 2.16 PS_3_1_83 10.98 5.65 2.60 2.22 PS_3_1_84 3.90 4.27 0.88 0.85 PS_3_1_85 8.54 10.17 1.03 1.06 PS_3_1_86 6.99 7.43 0.84 0.93 PS_3_1_87 4.75 4.98 1.10 1.14 PS_3_1_88 6.64 6.93 0.73 0.79 PS_3_1_89 18.67 13.92 2.16 2.01 PS_3_1_90 13.77 19.88 1.77 2.40 PS_3_1_91 11.02 16.52 1.41 1.74 PS_3_1_92 8.10 8.76 0.99 1.26 PS_3_1_93 19.18 9.16 2.21 2.07 PS_3_1_94 8.71 3.10 1.17 1.02 PS_3_1_95 16.38 17.01 2.12 2.19 PS_3_1_96 3.04 3.36 0.55 0.64 PS_3_1_97 13.79 5.81 1.93 1.63 PS_3_1_98 6.39 6.62 0.75 0.81 PS_3_1_99 4.31 4.47 1.12 1.11 PS_3_1_100 16.00 23.14 1.99 2.35 PS_3_2_1 5.03 5.68 0.64 1.77 PS_3_2_2 4.07 3.32 0.77 1.19 PS_3_2_3 3.29 16.46 0.90 2.20 PS_3_2_4 8.64 5.64 1.17 1.17 PS_3_2_5 16.43 7.22 2.35 1.48 PS_3_2_6 12.62 6.27 1.62 2.14 PS_3_2_7 13.44 24.78 1.59 2.63 PS_3_2_8 12.64 5.91 1.67 1.05 PS_3_2_9 2.68 5.17 0.74 1.54 PS_3_2_10 18.49 2.38 2.14 0.89 PS_3_2_11 8.20 8.82 2.52 2.03 PS_3_2_12 4.18 8.90 1.04 1.80 PS_3_2_13 4.97 10.90 0.85 2.37 PS_3_2_14 5.08 4.84 1.48 1.53 PS_3_2_15 18.93 9.87 2.31 1.92 PS_3_2_16 14.69 14.50 1.67 1.72 PS_3_2_17 2.48 4.99 0.73 1.92 PS_3_2_18 14.24 17.42 1.89 2.15 PS_3_2_19 14.62 15.72 1.66 1.70
D-80 PS_3_2_20 7.26 6.86 0.82 0.89 PS_3_2_21 18.71 8.50 2.30 1.37 PS_3_2_22 5.58 22.90 0.74 2.61 PS_3_2_23 8.69 8.54 2.08 0.92 PS_3_2_24 3.62 7.30 0.78 0.84 PS_3_2_25 10.35 15.88 1.71 1.65 PS_3_2_26 7.87 16.09 1.40 2.13 PS_3_2_27 13.21 15.94 2.18 1.74 PS_3_2_28 9.17 17.21 1.15 1.77 PS_3_2_29 9.04 9.58 1.16 1.37 PS_3_2_30 3.93 11.34 1.23 1.24 PS_3_2_31 15.35 7.34 1.99 2.03 PS_3_2_32 5.67 19.01 0.66 2.43 PS_3_2_33 14.72 3.94 1.86 1.22 PS_3_2_34 12.82 5.40 1.63 0.67 PS_3_2_35 4.08 7.53 1.43 1.45 PS_3_2_36 18.66 6.88 2.03 2.28 PS_3_2_37 18.38 2.86 2.14 0.92 PS_3_2_38 11.76 11.40 1.54 1.29 PS_3_2_39 16.95 16.36 2.87 2.01 PS_3_2_40 14.01 13.85 1.79 1.72 PS_3_2_41 6.51 3.14 0.78 0.67 PS_3_2_42 11.44 1.96 1.45 0.97 PS_3_2_43 20.11 14.14 2.52 1.37 PS_3_2_44 15.89 5.86 2.05 1.16 PS_3_2_45 11.21 12.76 2.48 2.01 PS_3_2_46 16.19 6.28 1.45 1.36 PS_3_2_47 18.85 11.05 1.72 1.39 PS_3_2_48 12.29 15.33 1.65 1.93 PS_3_2_49 10.69 11.39 1.40 1.29 PS_3_2_50 11.33 23.51 1.34 2.66 PS_3_2_51 15.06 7.78 1.92 1.52 PS_3_2_52 12.67 23.17 1.75 2.25 PS_3_2_53 12.80 18.11 1.60 2.07 PS_3_2_54 9.79 13.80 1.27 1.45 PS_3_2_55 18.26 13.04 2.31 1.59 PS_3_2_56 6.92 2.94 0.81 1.14 PS_3_2_57 12.76 9.88 1.71 1.99 PS_3_2_58 4.49 10.58 0.95 2.13 PS_3_2_59 16.69 16.29 2.06 1.73 PS_3_2_60 12.65 5.43 1.67 0.80
D-81 PS_3_2_61 13.10 7.78 1.75 1.36 PS_3_2_62 15.51 8.09 2.00 1.47 PS_3_2_63 11.26 12.97 1.43 1.99 PS_3_2_64 20.76 15.01 3.06 1.93 PS_3_2_65 9.75 3.06 1.32 1.37 PS_3_2_66 5.90 15.07 0.92 2.37 PS_3_2_67 13.79 19.00 2.15 2.48 PS_3_2_68 15.47 24.81 2.63 2.77 PS_3_2_69 6.50 5.31 0.81 0.61 PS_3_2_70 9.11 4.65 1.16 1.17 PS_3_2_71 7.65 4.40 2.26 1.09 PS_3_2_72 17.06 4.65 2.12 1.51 PS_3_2_73 13.76 18.26 3.08 1.92 PS_3_2_74 10.94 9.79 1.54 2.01 PS_3_2_75 4.01 5.96 0.80 1.18 PS_3_2_76 19.39 12.56 2.25 1.70 PS_3_2_77 4.69 3.58 0.73 0.85 PS_3_2_78 7.29 14.98 1.08 1.76 PS_3_2_79 9.09 5.42 1.00 1.01 PS_3_2_80 9.51 12.29 1.31 1.48 PS_3_2_81 5.74 5.93 1.25 1.86 PS_3_2_82 12.54 16.84 1.59 2.16 PS_3_2_83 11.22 5.65 2.36 2.22 PS_3_2_84 3.34 4.27 0.36 0.85 PS_3_2_85 10.94 10.17 1.33 1.06 PS_3_2_86 14.95 7.43 1.74 0.93 PS_3_2_87 12.86 4.98 1.74 1.14 PS_3_2_88 18.13 6.93 2.12 0.79 PS_3_2_89 19.74 13.92 2.23 2.01 PS_3_2_90 15.08 19.88 1.97 2.40 PS_3_2_91 4.70 16.52 1.10 1.74 PS_3_2_92 8.93 8.76 1.04 1.26 PS_3_2_93 17.19 9.16 2.16 2.07 PS_3_2_94 11.37 3.10 1.55 1.02 PS_3_2_95 8.17 17.01 2.04 2.19 PS_3_2_96 9.07 3.36 1.03 0.64 PS_3_2_97 2.80 5.81 0.70 1.63 PS_3_2_98 4.28 6.62 0.68 0.81 PS_3_2_99 14.95 4.47 1.96 1.11 PS_3_2_100 13.84 23.14 1.81 2.35
D-82 D.3.2 Results Convergence Table D-10 - Convergence data for each data set of three-span PS. Sample Set Movement Limit State Converged at N Samples KS-Value Three-Span PS LD at Abutment Strength I Flexure 200 1.0000 Service I/III 200 1.0000 Strength I Shear 200 1.0000 TD at Abutment Strength I Flexure 200 1.0000 Service I/III 200 1.0000 Strength I Shear 200 0.9888 LD at Pier Strength I Flexure 200 1.0000 Service I/III 200 0.9999 Strength I Shear 200 0.9999 TD at Pier Strength I Flexure 200 1.0000 Service I/III 200 0.9990 Strength I Shear 200 0.9871 Figure D-76 - ECDF plot showing convergence of three-span PS for LD movement at the abutment for the Strength I Flexure limit state.
D-83 Figure D-77 - ECDF plot showing convergence of three-span PS for LD movement at the abutment for the Service I/III limit state. Figure D-78 - ECDF plot showing convergence of three-span PS for LD movement at the abutment for the Strength I Shear limit state.
D-84 Figure D-79 - ECDF plot showing convergence of three-span PS for TD movement at the abutment for the Strength I Flexure limit state. Figure D-80 - ECDF plot showing convergence of three-span PS for TD movement at the abutment for the Service I/III limit state.
D-85 Figure D-81 - ECDF plot showing convergence of three-span PS for TD movement at the abutment for the Strength I Shear limit state. Figure D-82 - ECDF plot showing convergence of three-span PS for LD movement at the pier for the Strength I Flexure limit state.
D-86 Figure D-83 - ECDF plot showing convergence of three-span PS for LD movement at the pier for the Service I/III limit state. Figure D-84 - ECDF plot showing convergence of three-span PS for LD movement at the pier for the Strength I Shear limit state.
D-87 Figure D-85 - ECDF plot showing convergence of three-span PS for TD movement at the pier for the Strength I Flexure limit state. Figure D-86 - ECDF plot showing convergence of three-span PS for TD movement at the pier for the Service I/III limit state.
D-88 Figure D-87 - ECDF plot showing convergence of three-span PS for TD movement at the pier for the Strength I Shear limit state.
D-89 D.3.3 Bivariate Plots of Tolerable Support Movement D.3.3.1 Strength I Flexure Figure D-88 -Span Length versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a Three-Span Continuous PS bridge. Figure D-89 - Girder Spacing versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a Three-Span Continuous PS bridge.
D-90 Figure D-90 - Skew versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a Three- Span Continuous PS bridge. Figure D-91 - Width versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a Three- Span Continuous PS bridge.
D-91 Figure D-92 - Span Length versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Three-Span Continuous PS bridge. Figure D-93 - Girder Spacing versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Three-Span Continuous PS bridge.
D-92 Figure D-94 - Skew versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Three- Span Continuous PS bridge. Figure D-95 - Width versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a Three- Span Continuous PS bridge.
D-93 Figure D-96 - Span Length versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a Three- Span Continuous PS bridge. Figure D-97 - Girder Spacing versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a Three- Span Continuous PS bridge.
D-94 Figure D-98 - Skew versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a Three-Span Continuous PS bridge. Figure D-99 - Width versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a Three-Span Continuous PS bridge.
D-95 Figure D-100 - Span Length versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a Three- Span Continuous PS bridge. Figure D-101 -Girder Spacing versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a Three- Span Continuous PS bridge.
D-96 Figure D-102 - Skew versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a Three-Span Continuous PS bridge. Figure D-103 - Width versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a Three-Span Continuous PS bridge.
D-97 D.3.3.2 Strength I Shear Figure D-104 - Span Length versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a Three-Span Continuous PS bridge. Figure D-105 - Girder Spacing versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a Three-Span Continuous PS bridge.
D-98 Figure D-106 - Skew versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a Three- Span Continuous PS bridge. Figure D-107 - Width versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a Three- Span Continuous PS bridge.
D-99 Figure D-108 - - Span Length versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Three-Span Continuous PS bridge. Figure D-109 - Girder Spacing versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Three-Span Continuous PS bridge.
D-100 Figure D-110 - Skew versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Three- Span Continuous PS bridge. Figure D-111 - Width versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a Three- Span Continuous PS bridge.
D-101 Figure D-112 - Span Length versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a Three- Span Continuous PS bridge. Figure D-113 - Girder Spacing versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a Three- Span Continuous PS bridge.
D-102 Figure D-114 - Skew versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a Three-Span Continuous PS bridge. Figure D-115 - Width versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a Three-Span Continuous PS bridge.
D-103 Figure D-116 - Span Length versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a Three- Span Continuous PS bridge. Figure D-117 - Girder Spacing versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a Three- Span Continuous PS bridge.
D-104 Figure D-118 - Skew versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a Three-Span Continuous PS bridge. Figure D-119 - Width versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a Three-Span Continuous PS bridge.
D-105 D.3.3.3 Service I/III Figure D-120 - Span Length versus tolerable LD movement occurring at the abutment at the Service I/III limit state for a Three- Span Continuous PS bridge. Figure D-121 - Girder Spacing versus tolerable LD movement occurring at the abutment at the Service I/III limit state for a Three- Span Continuous PS bridge.
D-106 Figure D-122 - Skew versus tolerable LD movement occurring at the abutment at the Service I/III limit state for a Three-Span Continuous PS bridge. Figure D-123 - Width versus tolerable LD movement occurring at the abutment at the Service I/III limit state for a Three-Span Continuous PS bridge.
D-107 Figure D-124 - Span Length versus tolerable TD movement occurring at the abutment at the Service I/III limit state for a Three- Span Continuous PS bridge. Figure D-125 - Girder Spacing versus tolerable TD movement occurring at the abutment at the Service I/III limit state for a Three- Span Continuous PS bridge.
D-108 Figure D-126 - Skew versus tolerable TD movement occurring at the abutment at the Service I/III limit state for a Three-Span Continuous PS bridge. Figure D-127 - Width versus tolerable TD movement occurring at the abutment at the Service I/III limit state for a Three-Span Continuous PS bridge.
D-109 Figure D-128 - Span Length versus tolerable LD movement occurring at the pier at the Service I/III limit state for a Three-Span Continuous PS bridge. Figure D-129 - Girder Spacing versus tolerable LD movement occurring at the pier at the Service I/III limit state for a Three-Span Continuous PS bridge.
D-110 Figure D-130 - Skew versus tolerable LD movement occurring at the pier at the Service I/III limit state for a Three-Span Continuous PS bridge. Figure D-131 - Width versus tolerable LD movement occurring at the pier at the Service I/III limit state for a Three-Span Continuous PS bridge.
D-111 Figure D-132 - Span Length versus tolerable TD movement occurring at the pier at the Service I/III limit state for a Three-Span Continuous PS bridge. Figure D-133 - Girder Spacing versus tolerable TD movement occurring at the pier at the Service I/III limit state for a Three-Span Continuous PS bridge.
D-112 Figure D-134 - Skew versus tolerable TD movement occurring at the pier at the Service I/III limit state for a Three-Span Continuous PS bridge. Figure D-135 - Width versus tolerable TD movement occurring at the pier at the Service I/III limit state for a Three-Span Continuous PS bridge.
E-1 Appendix E Identification of Influential Parameters Appendix E contains results of the regression analysis discussed in Sections 5 and 6 for two- and three- span continuous steel and PS concrete multi-girder bridges. E.1 Steel Multi-Girder Bridges .................................................................................................................... E-2 E.1.1 Two-Span Continuous ............................................................................................................... E-2 E.1.2 Three-Span Continuous ............................................................................................................. E-8 E.2 PS Concrete Multi-Girder Bridges ...................................................................................................... E-14 E.2.1 Two-Span Continuous ............................................................................................................. E-14 E.2.2 Three-Span Continuous ........................................................................................................... E-19
E-2 E.1 Steel Multi-Girder Bridges E.1.1 Two-Span Continuous Steel Table E-1 - R2 values for the linear model of each data set of two-span continuous steel bridges. Movement Type/Location Strength I Flexure Linear Model R2 Strength I Shear Linear Model R2 Service II Linear Model R2 LD / Abutment 0.8325 0.8315 0.9302 TD / Abutment 0.7647 0.6960 0.8377 LD / Pier 0.9136 0.9343 0.9842 TD / Pier 0.7510 0.7699 0.8642 E.1.1.1 Longitudinal-Differential (LD) Occurring at the Abutment Linear regression model for Strength I Flexure: Tolerance ~ 1 + Skew + L*S + S*SD Estimated Coefficients: Estimate p-value (Intercept) -32.4779 2.8182e-05 L 0.0240 2.6227e-28 S 0.2408 8.5189e-04 Skew -0.0383 3.5694e-04 SD 1.0861 1.8458e-04 L:S -1.3263e-04 5.7032e-12 S:SD -0.0083 0.0021 Number of observations: 200, Error degrees of freedom: 193 Root Mean Squared Error: 2.56 R-squared: 0.832, Adjusted R-Squared 0.827 Linear regression model for Strength I Shear: Tolerance ~ 1 + Skew + L*S + S*SD Estimated Coefficients: Estimate p-value (Intercept) -31.5666 3.9960e-05 L 0.0239 9.7261e-28 S 0.2289 0.0014 Skew -0.0424 8.3852e-05 SD 1.0640 2.1983e-04 L:S -1.3198e-04 7.0615e-12 S:SD -0.0079 0.0033 Number of observations: 196, Error degrees of freedom: 189 Root Mean Squared Error: 2.52 R-squared: 0.831,
E-3 Adjusted R-Squared 0.826 Linear regression model for Service II: Tolerance ~ 1 + Skew + L*S + S*SD Estimated Coefficients: Estimate p-value (Intercept) -16.6451 0.0041 L 0.0138 1.9397e-06 S 0.2039 4.0284e-05 Skew -0.0258 4.0185e-04 SD 0.4568 0.0395 L:S -1.2938e-04 8.9272e-21 L:SD 4.7418e-04 9.2471e-06 S:SD -0.0067 2.9793e-04 Number of observations: 200, Error degrees of freedom: 192 Root Mean Squared Error: 1.73 R-squared: 0.93, Adjusted R-Squared 0.928 E.1.1.2 Transverse-Differential (TD) Occurring at the Abutment Linear regression model for Strength I Flexure: Tolerance ~ 1 + L*S + L*Skew + S*Skew + S*SD Estimated Coefficients: Estimate p-value (Intercept) -18.1791 0.0100 L 0.0183 2.3642e-18 S 0.1030 0.1184 Skew -0.1026 0.0426 SD 0.7695 0.0047 L:S -7.4080e-05 1.7390e-05 L:Skew -1.4660e-04 1.1661e-08 S:Skew 0.0014 4.4598e-04 S:SD -0.0052 0.0395 Number of observations: 200, Error degrees of freedom: 191 Root Mean Squared Error: 2.35 R-squared: 0.765, Adjusted R-Squared 0.755 Linear regression model for Strength I Shear: Tolerance ~ 1 + L*S + L*Skew + S*Skew + S*SD Estimated Coefficients: Estimate p-value (Intercept) -15.3299 0.0716 L 0.0175 1.9505e-12
E-4 S 0.1290 0.0856 Skew -0.2211 0.0176 W -0.0079 0.0426 SD 0.9049 0.0038 L:S -6.2209e-05 0.0023 L:Skew -1.5145e-04 1.2578e-05 S:Skew 0.0014 0.0081 S:SD -0.0068 0.0190 Skew:W 1.9937e-04 0.0501 Number of observations: 166, Error degrees of freedom: 155 Root Mean Squared Error: 2.38 R-squared: 0.696, Adjusted R-Squared 0.676 Linear regression model for Service II: Tolerance ~ 1 + L*S + L*Skew + S*Skew + S*SD Estimated Coefficients: Estimate p-value (Intercept) -4.7682 0.4734 L 0.0103 0.0019 S 0.0828 0.1421 Skew -0.0903 0.0372 SD 0.2308 0.3797 L:S -7.8014e-05 1.5967e-07 L:Skew -1.7629e-04 1.1711e-14 L:SD 4.0583e-04 9.5575e-04 S:Skew 0.0017 3.0598e-06 S:SD -0.0042 0.0514 Number of observations: 200, Error degrees of freedom: 190 Root Mean Squared Error: 2 R-squared: 0.838, Adjusted R-Squared 0.83 E.1.1.3 Longitudinal-Differential (LD) Occurring at the Pier Linear regression model for Strength I Flexure: Tolerance ~ 1 + L*S + L*SD + S*Skew + S*SD Estimated Coefficients: Estimate p-value (Intercept) -42.9897 3.9142e-07 L 0.0319 1.7230e-13 S 0.4318 2.6340e-09 Skew -0.1761 1.1343e-04 SD 1.5520 2.6307e-06 L:S -2.4349e-04 1.6294e-30 L:SD 2.7017e-04 0.0697 S:Skew 9.9278e-04 0.0199 S:SD -0.0135 6.2841e-07 Number of observations: 200,
E-5 Error degrees of freedom: 191 Root Mean Squared Error: 2.46 R-squared: 0.914, Adjusted R-Squared 0.91 Linear regression model for Strength I Shear: Tolerance ~ 1 + L*S + L*SD + S*Skew + S*SD Estimated Coefficients: Estimate p-value (Intercept) -33.7187 2.0221e-05 L 0.0248 5.0517e-09 S 0.3215 1.9053e-06 Skew 0.2183 0.0228 SD 0.9926 0.0013 L:S -2.1331e-04 1.1444e-25 L:Skew -1.2724e-04 1.4096e-05 L:SD 6.4461e-04 5.0231e-05 S:SD -0.0093 1.7590e-04 Skew:SD -0.0067 0.0538 Number of observations: 172, Error degrees of freedom: 162 Root Mean Squared Error: 2.15 R-squared: 0.934, Adjusted R-Squared 0.931 Linear regression model for Service II: Tolerance ~ 1 + L*S + L*SD + S*Skew + S*SD Estimated Coefficients: Estimate p-value (Intercept) -24.4814 4.6149e-07 L 0.0121 1.1303e-06 S 0.2022 4.4039e-08 Skew 0.1450 0.0024 W 0.0032 0.1481 SD 0.5831 6.2504e-04 L:S -8.7077e-05 1.7510e-18 L:Skew -6.5866e-05 1.3856e-06 L:W -3.5937e-06 0.0380 L:SD 9.0398e-04 9.7642e-25 S:SD -0.0066 1.4360e-06 Skew:SD -0.0060 8.9984e-04 Number of observations: 200, Error degrees of freedom: 188 Root Mean Squared Error: 1.25 R-squared: 0.984, Adjusted R-Squared 0.983 E.1.1.4 Transverse-Differential (TD) Occurring at the Pier Linear regression model for Strength I Flexure: Tolerance ~ 1 + L*S + L*Skew + S*Skew + S*SD
E-6 Estimated Coefficients: Estimate p-value (Intercept) -46.6657 9.5504e-04 L 0.0390 2.9526e-20 S 0.3558 0.0071 Skew -0.2444 0.0155 SD 1.8568 6.3892e-04 L:S -2.0311e-04 6.6668e-09 L:Skew -2.1399e-04 1.9954e-05 S:Skew 0.0025 0.0025 S:SD -0.0131 0.0094 Number of observations: 200, Error degrees of freedom: 191 Root Mean Squared Error: 4.68 R-squared: 0.751, Adjusted R-Squared 0.741 Linear regression model for Strength I Shear: Tolerance ~ 1 + L*S + L*Skew + S*Skew + S*SD Estimated Coefficients: Estimate p-value (Intercept) 7.1044 0.5215 L 0.0232 0.0036 S 0.0240 0.5708 Skew -0.1339 0.3321 W -0.0136 0.0462 SD -0.2079 0.5560 L:S -1.3801e-04 8.2220e-05 L:Skew -3.9418e-04 4.3749e-10 L:SD 6.8896e-04 0.0195 Skew:W 4.6443e-04 0.0100 Number of observations: 170, Error degrees of freedom: 160 Root Mean Squared Error: 4.39 R-squared: 0.77, Adjusted R-Squared 0.757 Linear regression model for Service II: Tolerance ~ 1 + L*S + L*Skew + S*Skew + S*SD Estimated Coefficients: Estimate p-value (Intercept) -35.8251 0.0039 L 0.0178 0.0029 S 0.2571 0.0119 Skew 0.4967 3.1068e-04 SD 0.8981 0.0632 L:S -9.9643e-05 1.3992e-04 L:Skew -3.5712e-04 1.6099e-17 L:SD 8.3304e-04 1.8449e-04 S:SD -0.0081 0.0332 Skew:SD -0.0109 0.0333
E-7 Number of observations: 200, Error degrees of freedom: 190 Root Mean Squared Error: 3.61 R-squared: 0.864, Adjusted R-Squared 0.858
E-8 E.1.2 Three-Span Continuous Steel Table E-2 - R2 values for the linear model of each data set of three-span continuous steel bridges. Movement Type/Location Strength I Flexure Linear Model R2 Strength I Shear Linear Model R2 Service II Linear Model R2 LD / Abutment 0.8227 0.8545 0.9519 TD / Abutment 0.7750 0.6993 0.8821 LD / Pier 0.8257 0.8532 0.9540 TD / Pier 0.8008 0.7411 0.9028 E.1.2.1 Longitudinal-Differential (LD) Occurring at the Abutment Linear regression model for Strength I Flexure: Tolerance ~ 1 + L*S + S*Skew + S*W + S*SD + Skew*SD Estimated Coefficients: Estimate p-value (Intercept) -54.4404 9.4002e-06 L 0.0269 1.1198e-22 S 0.3790 5.2351e-04 Skew 0.0568 0.6700 W 0.0219 0.0101 SD 1.4662 2.5794e-04 L:S -1.4442e-04 3.7675e-09 S:Skew 0.0013 0.0235 S:W -2.2349e-04 0.0060 S:SD -0.0094 0.0067 Skew:SD -0.0084 0.0894 Number of observations: 200, Error degrees of freedom: 189 Root Mean Squared Error: 3.28 R-squared: 0.823, Adjusted R-Squared 0.813 Linear regression model for Strength I Shear: Tolerance ~ 1 + L*S + S*Skew + S*W + S*SD + Skew*SD Estimated Coefficients: Estimate p-value (Intercept) -57.8821 7.2921e-07 L 0.0311 6.7584e-28 S 0.5015 7.5716e-06 Skew -0.1624 0.0033 W 0.0189 0.0177 SD 1.5471 1.2971e-05 L:S -1.9479e-04 2.5361e-14 S:Skew 0.0014 0.0087 S:W -1.9162e-04 0.0129 S:SD -0.0136 8.0582e-05 Number of observations: 174,
E-9 Error degrees of freedom: 164 Root Mean Squared Error: 2.82 R-squared: 0.855, Adjusted R-Squared 0.847 Linear regression model for Service II: Tolerance ~ 1 + L*S + S*Skew + S*W + S*SD + Skew*SD Estimated Coefficients: Estimate p-value (Intercept) -3.6348 0.4291 L 0.0119 4.2633e-05 S 0.0733 0.0183 Skew -0.0709 0.0600 W 0.0112 0.0085 SD -0.3515 0.0065 L:S -1.1876e-04 7.1401e-20 L:Skew -6.0844e-05 4.0861e-04 L:SD 6.3975e-04 3.5544e-09 S:Skew 0.0010 2.7081e-04 S:W -1.0364e-04 0.0107 Number of observations: 200, Error degrees of freedom: 189 Root Mean Squared Error: 1.65 R-squared: 0.952, Adjusted R-Squared 0.949 E.1.2.2 Transverse-Differential (TD) Occurring at the Abutment Linear regression model Strength I Flexure: Tolerance ~ 1 + L*S + L*Skew + S*Skew + S*W + S*SD + Skew*SD Estimated Coefficients: Estimate p-value (Intercept) -49.3000 8.9521e-06 L 0.0226 1.4944e-18 S 0.2999 0.0021 Skew 0.1825 0.1437 W 0.0271 4.1501e-04 SD 1.3038 2.8282e-04 L:S -7.6762e-05 3.1337e-04 L:Skew -2.2278e-04 1.5851e-12 S:Skew 0.0021 3.5661e-05 S:W -2.7311e-04 2.0582e-04 S:SD -0.0076 0.0150 Skew:SD -0.0098 0.0269 Number of observations: 200, Error degrees of freedom: 188 Root Mean Squared Error: 2.93 R-squared: 0.775, Adjusted R-Squared 0.762
E-10 Linear regression model Strength I Shear: Tolerance ~ 1 + L*S + L*Skew + S*Skew + S*W + S*SD + Skew*SD Estimated Coefficients: Estimate p-value (Intercept) -35.6407 8.6091e-04 L 0.0212 4.7726e-12 S 0.2488 0.0143 Skew -0.0760 0.3153 W 0.0259 0.0012 SD 0.8249 0.0134 L:S -7.5857e-05 0.0024 L:Skew -1.9565e-04 4.9254e-07 S:Skew 0.0021 5.6762e-04 S:W -2.5409e-04 9.8878e-04 S:SD -0.0060 0.0652 Number of observations: 172, Error degrees of freedom: 161 Root Mean Squared Error: 2.84 R-squared: 0.699, Adjusted R-Squared 0.681 Linear regression model Service II: Tolerance ~ 1 + L*S + L*Skew + S*Skew + S*W + S*SD + Skew*SD Estimated Coefficients: Estimate p-value (Intercept) -17.1428 0.0039 L 0.0122 6.0539e-04 S 0.0814 0.0322 Skew 0.2446 0.0050 W 0.0196 1.8747e-04 SD 0.1738 0.3224 L:S -6.7469e-05 4.0167e-06 L:Skew -2.2817e-04 4.5030e-22 L:SD 4.1917e-04 0.0011 S:Skew 0.0016 5.9830e-06 S:W -1.7885e-04 3.6446e-04 Skew:SD -0.0109 3.8962e-04 Number of observations: 200, Error degrees of freedom: 188 Root Mean Squared Error: 2.02 R-squared: 0.882, Adjusted R-Squared 0.875 E.1.2.3 Longitudinal-Differential (LD) Occurring at the Pier Linear regression model Strength I Flexure: Tolerance ~ 1 + L*S + S*Skew + S*W + S*SD Estimated Coefficients:
E-11 Estimate p-value (Intercept) -35.0987 7.4182e-06 L 0.0182 7.9926e-23 S 0.2751 1.8432e-04 Skew -0.0762 0.0522 W 0.0145 0.0110 SD 0.8976 2.3739e-04 L:S -9.6372e-05 4.6164e-09 S:Skew 6.6428e-04 0.0780 S:W -1.4247e-04 0.0091 S:SD -0.0071 0.0023 Number of observations: 200, Error degrees of freedom: 190 Root Mean Squared Error: 2.2 R-squared: 0.826, Adjusted R-Squared 0.817 Linear regression model Strength I Shear: Tolerance ~ 1 + L*S + S*Skew + S*W + S*SD Estimated Coefficients: Estimate p-value (Intercept) -40.8869 5.0900e-07 L 0.0211 1.9795e-26 S 0.3245 1.5836e-05 Skew 0.0399 0.6287 W 0.0099 0.0672 SD 1.1750 5.7041e-06 L:S -1.3275e-04 3.9314e-13 S:Skew 8.1114e-04 0.0261 S:W -1.0278e-04 0.0483 S:SD -0.0092 8.8409e-05 Skew:SD -0.0053 0.0835 Number of observations: 179, Error degrees of freedom: 168 Root Mean Squared Error: 1.94 R-squared: 0.853, Adjusted R-Squared 0.844 Linear regression model Service II: Tolerance ~ 1 + L*S + S*Skew + S*W + S*SD Estimated Coefficients: Estimate p-value (Intercept) -8.5850 0.0519 L 0.0081 2.8320e-05 S 0.1069 0.0034 Skew -0.0479 0.0562 W 0.0079 0.0054 SD 8.8198e-04 0.9953 L:S -7.8715e-05 2.3324e-19 L:Skew -2.6418e-05 0.0199 L:SD 4.0961e-04 1.2805e-08
E-12 S:Skew 6.3739e-04 8.5999e-04 S:W -7.4315e-05 0.0064 S:SD -0.0021 0.0651 Number of observations: 200, Error degrees of freedom: 188 Root Mean Squared Error: 1.1 R-squared: 0.954, Adjusted R-Squared 0.951 E.1.2.4 Transverse-Differential (TD) Occurring at the Pier Linear regression model for Strength I Flexure: Tolerance ~ 1 + L*S + L*Skew + S*Skew + S*W + S*SD + Skew*SD Estimated Coefficients: Estimate p-value (Intercept) -33.5619 2.0211e-06 L 0.0145 8.4032e-19 S 0.2116 6.4771e-04 Skew 0.0719 0.3627 W 0.0154 0.0015 SD 1.0020 1.2589e-05 L:S -4.6149e-05 6.1683e-04 L:Skew -1.1691e-04 2.4058e-09 S:Skew 0.0015 3.5055e-06 S:W -1.5622e-04 7.7730e-04 S:SD -0.0065 0.0011 Skew:SD -0.0059 0.0367 Number of observations: 200, Error degrees of freedom: 188 Root Mean Squared Error: 1.86 R-squared: 0.801, Adjusted R-Squared 0.789 Linear regression model for Strength I Shear: Tolerance ~ 1 + L*S + L*Skew + S*Skew + S*W + S*SD + Skew*SD Estimated Coefficients: Estimate p-value (Intercept) -27.0445 1.6735e-04 L 0.0137 3.6399e-12 S 0.1950 0.0039 Skew -0.0522 0.2801 W 0.0147 0.0048 SD 0.7536 6.5808e-04 L:S -4.1193e-05 0.0098 L:Skew -1.1486e-04 3.9170e-06 S:Skew 0.0013 7.1075e-04 S:W -1.4313e-04 0.0044 S:SD -0.0060 0.0049 Number of observations: 171,
E-13 Error degrees of freedom: 160 Root Mean Squared Error: 1.82 R-squared: 0.741, Adjusted R-Squared 0.725 Linear regression model for Service II: Tolerance ~ 1 + L*S + L*Skew + S*Skew + S*W + S*SD + Skew*SD Estimated Coefficients: Estimate p-value (Intercept) -9.4882 0.0082 L 0.0077 3.1997e-04 S 0.0464 0.0433 Skew 0.1209 0.0213 W 0.0109 5.7547e-04 SD 0.0902 0.3959 L:S -4.6844e-05 1.5475e-07 L:Skew -1.2769e-04 1.1132e-19 L:SD 2.9629e-04 1.5229e-04 S:Skew 0.0012 8.8069e-08 S:W -1.0116e-04 8.3828e-04 Skew:SD -0.0067 3.4350e-04 Number of observations: 200, Error degrees of freedom: 188 Root Mean Squared Error: 1.22 R-squared: 0.903, Adjusted R-Squared 0.897
E-14 E.2 Pre-Stressed Concrete Multi-Girder Bridges E.2.1 Two-Span Continuous PS Concrete Table E-3 - R2 values for the linear model of each data set of two-span continuous PS concrete bridges. Movement Type/Location Strength I Flexure Linear Model R2 Strength I Shear Linear Model R2 Service I/III Linear Model R2 LD / Abutment 0.9518 0.9652 0.9443 TD / Abutment 0.9427 0.9487 0.8816 LD / Pier 0.8282 0.8427 0.8816 TD / Pier 0.8550 0.8539 0.4192 E.2.1.1 Longitudinal-Differential (LD) Occurring at the Abutment Linear regression model for Strength I Flexure: Tolerance ~ 1 + L*S + L*Skew + S*Skew Estimated Coefficients: Estimate p-value (Intercept) -3.1073 0.0777 L 0.0144 1.5623e-21 S -0.0152 0.3288 Skew -0.0817 0.0090 L:S 2.3563e-05 0.0348 L:Skew -7.5870e-05 4.6512e-07 S:Skew 7.6801e-04 0.0031 Number of observations: 200, Error degrees of freedom: 193 Root Mean Squared Error: 1.5 R-squared: 0.952, Adjusted R-Squared 0.95 Linear regression model for Strength I Shear: Tolerance ~ 1 + L*S + L*Skew + S*Skew Estimated Coefficients: Estimate p-value (Intercept) -8.5191 1.9255e-04 L 0.0138 1.0954e-26 S 0.0050 0.8161 Skew 0.0666 3.3637e-05 W 0.0053 0.0671 L:S 6.5413e-05 5.6813e-10 L:Skew -1.5796e-04 2.6723e-21 S:W -5.0580e-05 0.0826 Number of observations: 166,
E-15 Error degrees of freedom: 158 Root Mean Squared Error: 1.12 R-squared: 0.965, Adjusted R-Squared 0.964 Linear regression model for Service I/III: Tolerance ~ 1 + L*S + L*Skew + S*Skew Estimated Coefficients: Estimate p-value (Intercept) -0.8844 0.6638 L 0.0115 3.3843e-12 S -0.0351 0.0530 Skew -0.0819 0.0237 L:S 5.7697e-05 1.2336e-05 L:Skew -6.5326e-05 1.4703e-04 S:Skew 7.2605e-04 0.0155 Number of observations: 200, Error degrees of freedom: 193 Root Mean Squared Error: 1.74 R-squared: 0.944, Adjusted R-Squared 0.943 E.2.1.2 Transverse-Differential (TD) Occurring at the Abutment Linear regression model for Strength I Flexure: Tolerance ~ 1 + L*Skew + S*Skew Estimated Coefficients: Estimate p-value (Intercept) -6.3268 2.8818e-07 L 0.0175 1.2349e-78 S 0.0164 0.1077 Skew -0.0664 0.0589 L:Skew -7.6195e-05 4.6865e-06 S:Skew 5.9910e-04 0.0412 Number of observations: 200, Error degrees of freedom: 194 Root Mean Squared Error: 1.71 R-squared: 0.943, Adjusted R-Squared 0.941 Linear regression model for Strength I Shear: Tolerance ~ 1 + L*Skew + S*Skew Estimated Coefficients: Estimate p-value (Intercept) -7.0083 0.0840 L 0.0140 3.7208e-13
E-16 S 0.0422 0.2960 Skew -0.1078 0.0150 W 0.0079 0.1032 L:S 3.1558e-05 0.0447 L:Skew -5.9990e-05 0.0012 S:Skew 8.8782e-04 0.0230 S:W -1.0600e-04 0.0384 Number of observations: 160, Error degrees of freedom: 151 Root Mean Squared Error: 1.64 R-squared: 0.949, Adjusted R-Squared 0.946 Linear regression model for Service I/III: Tolerance ~ 1 + L*Skew + S*Skew Estimated Coefficients: Estimate p-value (Intercept) -0.0596 0.9893 L -0.0018 0.5954 S -0.0131 0.6275 Skew 0.2681 1.3610e-06 W -0.0026 0.5831 L:S 1.2498e-04 6.5161e-10 L:Skew -2.7349e-04 1.2534e-21 L:W 7.9953e-06 0.0360 S:Skew -0.0017 2.6188e-04 Number of observations: 200, Error degrees of freedom: 191 Root Mean Squared Error: 2.6 R-squared: 0.882, Adjusted R-Squared 0.877 E.2.1.3 Longitudinal-Differential (LD) Occurring at the Pier Linear regression model for Strength I Flexure: Tolerance ~ 1 + L*S + S*Skew Estimated Coefficients: Estimate p-value (Intercept) 2.5792 0.0545 L 7.6866e-04 0.4211 S -0.0417 0.0013 Skew -0.0573 0.0113 L:S 4.9259e-05 1.0796e-07 S:Skew 5.7044e-04 0.0072 Number of observations: 200, Error degrees of freedom: 194 Root Mean Squared Error: 1.24 R-squared: 0.828, Adjusted R-Squared 0.824
E-17 Linear regression model for Strength I Shear: Tolerance ~ 1 + L*S + S*Skew Estimated Coefficients: Estimate p-value (Intercept) 1.4250 0.2304 L -1.4290e-04 0.8908 S -0.0469 1.6898e-05 Skew 0.0389 0.0113 L:S 7.5924e-05 6.7081e-13 L:Skew -4.0955e-05 0.0040 Number of observations: 165, Error degrees of freedom: 159 Root Mean Squared Error: 1.09 R-squared: 0.843, Adjusted R-Squared 0.838 Linear regression model for Service I/III: Tolerance ~ 1 + L*S + S*Skew Estimated Coefficients: Estimate p-value (Intercept) -0.0596 0.9893 L -0.0018 0.5954 S -0.0131 0.6275 Skew 0.2681 1.3610e-06 W -0.0026 0.5831 L:S 1.2498e-04 6.5161e-10 L:Skew -2.7349e-04 1.2534e-21 L:W 7.9953e-06 0.0360 S:Skew -0.0017 2.6188e-04 Number of observations: 200, Error degrees of freedom: 191 Root Mean Squared Error: 2.6 R-squared: 0.882, Adjusted R-Squared 0.877 E.2.1.4 Transverse-Differential (TD) Occurring at the Pier Linear regression model for Strength I Flexure: Tolerance ~ 1 + L*S + L*Skew Estimated Coefficients: Estimate p-value (Intercept) 1.2026 0.3518 L 0.0015 0.1788 S -0.0364 0.0010 Skew 0.0260 0.0853 L:S 5.6954e-05 2.2258e-09 L:Skew -3.4413e-05 0.0041
E-18 Number of observations: 200, Error degrees of freedom: 194 Root Mean Squared Error: 1.23 R-squared: 0.855, Adjusted R-Squared 0.851 Linear regression model for Strength I Shear: Tolerance ~ 1 + L*S + L*Skew Estimated Coefficients: Estimate p-value (Intercept) 1.7076 0.2167 L 9.3343e-04 0.4401 S -0.0416 8.3838e-04 Skew 0.0235 0.1365 L:S 6.2611e-05 2.4766e-08 L:Skew -3.2311e-05 0.0116 Number of observations: 158, Error degrees of freedom: 152 Root Mean Squared Error: 1.18 R-squared: 0.854, Adjusted R-Squared 0.849 Linear regression model for Service I/III: Tolerance ~ 1 + L*S + L*Skew Estimated Coefficients: Estimate p-value (Intercept) 0.7738 0.1406 L 6.9764e-04 0.0966 S -0.0078 0.0072 Skew 0.0043 0.2853 W 7.5552e-04 0.2053 L:S 6.8756e-06 0.0045 L:Skew -5.3953e-06 0.0861 L:W -1.0540e-06 0.0263 Number of observations: 200, Error degrees of freedom: 192 Root Mean Squared Error: 0.324 R-squared: 0.419, Adjusted R-Squared 0.398
E-19 E.2.2 Three-Span Continuous PS Concrete Table E-4 - R2 values for the linear model of each data set of three-span continuous PS concrete bridges. Movement Type/Location Strength I Flexure Linear Model R2 Strength I Shear Linear Model R2 Service I/III Linear Model R2 LD / Abutment 0.9532 0.9623 0.7593 TD / Abutment 0.9409 0.9424 0.7580 LD / Pier 0.8562 0.8619 0.7580 TD / Pier 0.8702 0.8662 0.5946 E.2.2.1 Longitudinal-Differential (LD) Occurring at the Abutment Linear regression model for Strength I Flexure: Tolerance ~ 1 + W + L*S + L*Skew + S*Skew Estimated Coefficients: Estimate p-value (Intercept) 0.3349 0.8662 L 0.0156 1.3203e-24 S -0.0374 0.0265 Skew -0.1148 4.9336e-04 W -0.0023 0.0103 L:S 2.1664e-05 0.0554 L:Skew -6.2225e-05 8.6999e-05 S:Skew 0.0010 1.0094e-04 Number of observations: 200, Error degrees of freedom: 192 Root Mean Squared Error: 1.55 R-squared: 0.953, Adjusted R-Squared 0.951 Linear regression model for Strength I Shear: Tolerance ~ 1 + W + L*S + L*Skew + S*Skew Estimated Coefficients: Estimate p-value (Intercept) -3.9598 0.0114 L 0.0156 8.0943e-27 S -0.0239 0.0682 Skew 0.0459 0.0167 W -0.0015 0.0772 L:S 4.4375e-05 1.8757e-04 L:Skew -1.1804e-04 5.9423e-11 Number of observations: 163, Error degrees of freedom: 156 Root Mean Squared Error: 1.31 R-squared: 0.962, Adjusted R-Squared 0.961
E-20 Linear regression model for Service I/III: Tolerance ~ 1 + W + L*S + L*Skew + S*Skew Estimated Coefficients: Estimate p-value (Intercept) -0.1282 0.9751 L 0.0155 8.7484e-07 S -0.0017 0.9479 Skew -0.2500 2.5251e-06 W 0.0046 0.3058 L:S -4.1557e-05 0.0206 L:Skew 1.0401e-04 5.1665e-05 L:W -6.7615e-06 0.0610 S:Skew 0.0013 0.0012 Number of observations: 200, Error degrees of freedom: 191 Root Mean Squared Error: 2.45 R-squared: 0.759, Adjusted R-Squared 0.749 E.2.2.2 Transverse-Differential (TD) Occurring at the Abutment Linear regression model for Strength I Flexure: Tolerance ~ 1 + L*S + L*Skew + L*W + S*Skew Estimated Coefficients: Estimate p-value (Intercept) -2.8948 0.3753 L 0.0186 6.7641e-13 S -0.0293 0.1652 Skew -0.1169 0.0047 W 0.0023 0.5098 L:S 3.6963e-05 0.0096 L:Skew -6.3581e-05 0.0017 L:W -4.8815e-06 0.0882 S:Skew 7.4989e-04 0.0219 Number of observations: 200, Error degrees of freedom: 191 Root Mean Squared Error: 1.95 R-squared: 0.941, Adjusted R-Squared 0.938 Linear regression model for Strength I Shear: Tolerance ~ 1 + L*S + L*Skew + L*W + S*Skew Estimated Coefficients: Estimate p-value (Intercept) -1.7562 0.6417 L 0.0189 2.6834e-10 S -0.0373 0.1611 Skew -0.1436 0.0037
E-21 W 0.0022 0.5490 L:S 3.3998e-05 0.0532 L:Skew -5.0261e-05 0.0225 L:W -5.4628e-06 0.0707 S:Skew 8.9412e-04 0.0302 Number of observations: 169, Error degrees of freedom: 160 Root Mean Squared Error: 1.92 R-squared: 0.942, Adjusted R-Squared 0.94 Linear regression model for Service I/III: Tolerance ~ 1 + L*S + L*Skew + L*W + S*Skew Estimated Coefficients: Estimate p-value (Intercept) -4.8430 0.3607 L 0.0129 6.4166e-27 S 0.0960 0.0338 Skew -0.3062 4.4191e-04 W 0.0088 0.2472 L:Skew -1.4741e-04 9.9800e-07 S:Skew 0.0012 0.0168 S:W -1.5557e-04 0.0194 Skew:W 2.7670e-04 0.0045 Number of observations: 200, Error degrees of freedom: 191 Root Mean Squared Error: 2.91 R-squared: 0.758, Adjusted R-Squared 0.748 E.2.2.3 Longitudinal-Differential (LD) Occurring at the Pier Linear regression model for Strength I Flexure: Tolerance ~ 1 + Skew + W + L*S Estimated Coefficients: Estimate p-value (Intercept) -0.0066 0.9955 L 0.0042 2.8363e-06 S -0.0097 0.3398 Skew 0.0207 1.4770e-05 W -0.0020 0.0022 L:S 2.0641e-05 0.0115 Number of observations: 200, Error degrees of freedom: 194 Root Mean Squared Error: 1.13 R-squared: 0.856, Adjusted R-Squared 0.852
E-22 Linear regression model for Strength I Shear: Tolerance ~ 1 + Skew + W + L*S Estimated Coefficients: Estimate p-value (Intercept) -0.2315 0.8508 L 0.0041 1.2218e-04 S -0.0136 0.2284 Skew 0.0209 5.4160e-05 W -0.0014 0.0406 L:S 2.2430e-05 0.0417 Number of observations: 154, Error degrees of freedom: 148 Root Mean Squared Error: 1.03 R-squared: 0.862, Adjusted R-Squared 0.857 Linear regression model for Service I/III: Tolerance ~ 1 + Skew + W + L*S Estimated Coefficients: Estimate p-value (Intercept) -4.8430 0.3607 L 0.0129 6.4166e-27 S 0.0960 0.0338 Skew -0.3062 4.4191e-04 W 0.0088 0.2472 L:Skew -1.4741e-04 9.9800e-07 S:Skew 0.0012 0.0168 S:W -1.5557e-04 0.0194 Skew:W 2.7670e-04 0.0045 Number of observations: 200, Error degrees of freedom: 191 Root Mean Squared Error: 2.91 R-squared: 0.758, Adjusted R-Squared 0.748 E.2.2.4 Transverse-Differential (TD) Occurring at the Pier Linear regression model for Strength I Flexure: Tolerance ~ 1 + L*S + L*Skew + Skew*W Estimated Coefficients: Estimate p-value (Intercept) 2.5721 0.0903 L 0.0028 0.0046 S -0.0215 0.0396 Skew -0.0332 0.2416 W -0.0035 0.0086 L:S 4.2979e-05 5.2081e-07
E-23 L:Skew -2.3746e-05 0.0410 Skew:W 6.3069e-05 0.0992 Number of observations: 200, Error degrees of freedom: 192 Root Mean Squared Error: 1.15 R-squared: 0.87, Adjusted R-Squared 0.865 Linear regression model for Strength I Shear: Tolerance ~ 1 + L*S + L*Skew + Skew*W Estimated Coefficients: Estimate p-value (Intercept) 2.0877 0.1248 L 0.0022 0.0373 S -0.0336 0.0030 Skew 0.0142 0.3591 W -0.0016 0.0295 L:S 5.2835e-05 1.1644e-07 L:Skew -3.0023e-05 0.0169 Number of observations: 172, Error degrees of freedom: 165 Root Mean Squared Error: 1.13 R-squared: 0.866, Adjusted R-Squared 0.861 Linear regression model for Service I/III: Tolerance ~ 1 + L*S + L*Skew + Skew*W Estimated Coefficients: Estimate p-value (Intercept) 1.4879 1.3845e-05 L 0.0011 1.4526e-16 S -0.0029 0.0050 Skew -0.0109 0.2105 W -0.0013 0.0024 L:Skew -6.5060e-06 0.0672 Skew:W 2.2573e-05 0.0546 Number of observations: 200, Error degrees of freedom: 193 Root Mean Squared Error: 0.353 R-squared: 0.595, Adjusted R-Squared 0.582
F-1 Appendix F Design Summaries for Secondary Bridges Appendix F contains the design summaries provided by the University of Delaware members of the Research Team. Included are the design summaries of the multi-cell concrete box, open steel tub girder, and closed steel tub girder bridge designs used for the secondary study, also known as âspot checkâ bridges.
F-2 NCHRP 12-103 Two-Span Continuous Cast-in-Place (CIP) Multi-Cell Box (MCB) Girder Bridge Design Jake DeWitt1 University of Delaware
F-3 General ï· This document outlines the procedures and methods used to model, analyze, evaluate, and design a two-span continuous cast-in-place (CIP) multi-cell box (MCB) girder bridge in accordance with the AASHTO LRFD Bridge Design Specifications (2014). Other design aids include FHWA: Post-Tensioned Box Girder Design Manual (2015) and the Arizona Department of Transportationâs Two-Span Cast-in-Place Post-Tensioned Concrete Box Girder Example. LEAP Bridge Concrete software â a Bentley program â was a significant tool used to facilitate complex calculations, such as cross-section properties and maximum live load effects. Design Flowchart ï· While it is not absolutely necessary to follow the exact path of the flowchart shown in Figure 1, it is a useful tool for preliminary design. Figure 1: Design Flowchart 1 Masterâs student at the University of Delaware
F-4 Limit States to be Satisfied: ï· Strength I ï· Service I ï· Service III ï· Any additional limit states, as required Design Parameters ï· Span length - Typical span lengths are shown in the figure below. The figure was provided by FHWA Post-Tensioned Box Girder Design Manual (2015), in accordance with recommendations by the California Department of Transportation (CALTRANS). Figure 2: Typical Span Lengths - Since the model used for NCHRP 12-103 determined that shorter spans control design of CIP Multi-Cell Box (MCB) Girder bridges, a practical minimum span length of 100 feet is recommended. - To present the panel with an alternative, shorter design, the span length chosen for this design is 50 feet. ï· Width - The width of the bridge is determined based on the number and width of traffic lanes provided, the width of shoulders, and width of other features, such as pedestrian sidewalks, bicycle lanes, or observation overhangs.
F-5 - In this design, the simplest practical design includes two 12-foot traffic lanes and two 10-foot shoulders, and Arizona DOT Standard F-Shape barriers (1â-7â width) for a total bridge width of 47â-2â. - As permissible, the outside safety barriers are located on the outermost edge on each side of the bridge, along the entire bridge length. ï· Skew - Skew is not considered in this design, but may be investigated in future work. ï· Depth - As per AASHTO LRFD Table 2.5.2.6.3.1-1, the minimum depth of CIP Reinforced Concrete Box Girder continuous bridges can be determined the equation shown, where D is the total depth of the section, and L is the span length: ð· = 0.055ð¿ - The design uses D = 4.0 ft. ï· Width and Thickness of Overhang - The thickness of the cantilever overhang wing root, tc was determined using the following equation: ð¡ð = ð¿ð 5 (12) ⥠ð¡ð¡ðð - The thickness of the cantilever overhang tip, ttip, was taken to equal 9 inches, as per the minimum for âshortâ cantilevers less than 5 feet in length. - The length of the cantilever overhang was determined as 2â-7â for this design. ï· Total and Individual Web Thickness - The total web thickness was approximated using the following equation, in which the allowable shear stress and superstructure dead load were estimated using the full bridge width method: ðð¡ðð¡ðð = ðð·ð¿ð¿ððð¥ 2(0.8â)ðððððð¤ 5âððⲠ⤠ðððððð¤ ⤠7âððâ² - For webs with post-tensioning, the minimum thickness recommended for practical design is 10 inches. This design uses seven 12-inch webs, spaced at the practical minimum of Lclear = 7â C/C. ï· Top Slab Thickness - The top slab thickness was determined using the following equation:
F-6 ð¿ððððð 14 ⤠ð¡ð ððð ⤠ð¿ððððð 17 - The top slab thickness chosen for this design is 8 inches. ï· Bottom Slab Thickness - The practical minimum thickness of bottom slabs of CIP multi-cell box girder is 7 inches. This is due to cover requirements for mild steel reinforcement. ï· The cross-section properties are summarize in the table below: Table 1: Cross-Section Properties Lane Width 12 ft Shoulder Width 10 ft Barrier Width 1.583 ft Roadway Width 44 ft Total Bridge Width 47.167 ft t_c 12 in L_c 2.583 ft Web 12 in Web Spacing 7 ft t_slab (top) 8 in t_slab (bot) 7 in Depth 4 ft Dist. from Bot. Slab to OH 2.67 ft N_w 7 N_c 6 Span 50 ft Bottom Slab Width 36.667 ft Fillet 4 in ï· The following section properties were determined by modeling the section in LEAP Bridge Concrete software: Table 2: Section Properties Determined in LEAP Bridge Concrete A 76.50 ft^2 9619.66 in^2 I 165.98 ft^4 3283342.39 in^4
F-7 y_t 2.20 ft 27.04 in y_b 1.80 ft 20.96 in Vol/Area 4.74 in Table 3: Material Properties Material Properties Reinforcing Steel Yield Strength 60 ksi Modulus of Elasticity 29000 ksi Prestressing Strand Low Relaxation Prestressing Strand 0.6" Diameter Strand Tensile Strength 270 ksi Yield Strength 243 ksi Modulus of Elasticity 28500 ksi Concrete f'c 4.5 ksi f'ci 3.5 ksi Unit Weight for Ec 0.145 kcf Unit Weight for DL Calculation 0.15 kcf Ec 3681 ksi Eci 3405 ksi n 8 β1 0.825 Deck Design ï· Note: Deck design was omitted for this design. Determination of the flexural capacity was the primary concern for design of the CIP MCB Girder Bridge with two 50 ft. spans. If sufficient time permits, future work will include full deck design. ï· Deck design should be completed using the effective length of the section, as defined in AASHTO Article 9.7.2.3. The strip method (an elastic method of analysis) should be used to determine the required mild steel reinforcement in the section. ï· Unfactored live loads used in this portion of the design should be determined based on the effective length and AASHTO Table A4-1. ï· The 0.5-inch thickness of the future wearing surface should be assumed to contribute no strength in the deck design.
F-8 ï· Strength I Limit State, Service I Limit State, Cracking Criteria, and Minimum Reinforcement Limit must be satisfied in the design of the conventionally reinforced deck. Overhang Design ï· Note: Overhang design was omitted for this design. Determination of the flexural capacity was the primary concern for design of the CIP MCB Girder Bridge with two 50 ft. spans. If sufficient time permits, future work will include full overhang design. ï· In each of the three design cases specified by AASHTO, the overhang should satisfy the Strength, Service, spacing, and minimum reinforcement requirements Select Resistance Factors â Strength I Limit State ï· Applicable resistance factors for the Strength I Limit State were determined using AASHTO Article 5.5.4.2.1. Select Load Modifiers ï· The applicable load modification factors were determined based on the guidelines of AASHTO Articles 1.3.3 through 1.3.5. Table 4 displays the modification factors used in this design. Table 4: Load Modification Factors Modification Factors Ductility 1.0 Redundancy 1.0 Operational Importance 1.0 Select Applicable Load Combinations and Load Factors ï· The applicable load combinations and load factors were determined using AASHTO Table 3.4.1-1. ï· Î³DC = 1.25 ï· Î³DW = 1.50 ï· Î³LL = 1.75 ðð¢ = ð¾ð·ð¶ðð·ð¶ + ð¾ð·ððð·ð + ð¾ð¿ð¿ðð¿ð¿ ðð¢ = ð¾ð·ð¶ðð·ð¶ + ð¾ð·ððð·ð + ð¾ð¿ð¿ðð¿ð¿ Calculate Live Load Force Effects
F-9 ï· For the previously defined cross-section, LEAP Bridge Concrete software determined magnitude and location of the unfactored moments specified in . ï· Table 5. Table 5: Unfactored Moments Unfactored Moments 0.4 Span 1 DW 44.43 ft-k Pier -79.34 ft-k 0.6 Span 2 44.43 ft-k 0.4 Span 1 Superstructure 1941.2 ft-k Pier -3466.42 ft-k 0.6 Span 2 1941.2 ft-k 0.4 Span 1 Barrier 475.6 ft-k Pier -849.28 ft-k 0.6 Span 2 475.6 ft-k 0.4 Span 1 HL-93 Design Truck 501.51 ft-k Pier -316.37 ft-k 0.6 Span 2 501.51 ft-k 0.4 Span 1 HL-93 Design Tandem 472.1 ft-k Pier -237.75 ft-k 0.6 Span 2 472.1 ft-k 0.4 Span 1 HL-93 Dual Truck 501.15 ft-k Pier -353.91 ft-k 0.6 Span 2 501.15 ft-k 0.4 Span 1 HL-93 Design Lane 152.34 ft-k Pier -198.29 ft-k 0.6 Span 2 152.34 ft-k
F-10 For the previously defined cross-section, LEAP Bridge Concrete software determined magnitude and location of the unfactored shear specified in ï· Table 6. Table 6: Unfactored Shear Unfactored Shear 1.0 Span 1 DW 7.93 k 0.0 Span 2 -7.93 k 1.0 Span 1 Superstructure 346.6 k 0.0 Span 2 -346.6 k 1.0 Span 1 Barrier 84.93 k 0.0 Span 2 -84.93 k 1.0 Span 1 HL-93 Design Truck 62.0 k 0.0 Span 2 -62.0 k 1.0 Span 1 HL-93 Design Tandem 48.88 k 0.0 Span 2 -48.88 k
F-11 1.0 Span 1 HL-93 Dual Truck 62.01 k 0.0 Span 2 -62.01 k 1.0 Span 1 HL-93 Design Lane 19.97 k 0.0 Span 2 -19.97 k ï· The maximum live load moment effects, including dynamic load allowance and impact factor, are shown in Table 7. LEAP Bridge Concrete applied the HL-93 Design Load to the model (Design Truck, Design Tandem, Dual Truck, and Design Lane) such that the maximum effects were produced. Table 7: Live Load Moment Effects Moment - LL+IM M+ (0.4 Span 1) 2760.41 ft-k M- (Pier) -2253.85 ft-k M+ (0.6 Span 2) 2760.41 ft-k ï· The maximum live load shear effects, including dynamic load allowance and impact factor, are shown in Table 8. LEAP Bridge Concrete applied the HL-93 Design Load to the model (Design Truck, Design Tandem, Dual Truck, and Design Lane) such that the maximum effects were produced. Table 8: Live Load Shear Effects Shear - LL+IM V_+ (Pier) 500.48 k V- (Pier) -500.48 k Investigate Service Limit State ï· The factored service force effects were not directly calculated, but were investigated in the design of the post-tensioning, deck, and overhang. Investigate Strength Limit State ï· The factored moments used to check the Strength I Limit State are displayed in Table 9. Table 9: Factored Moments - Strength I Limit State Factored Moments - Strength I
F-12 M+ (0.4 Span 1) 7918.37 ft-k M- (Pier) -9457.88 ft-k M+ (0.6 Span 2) 7918.37 ft-k ï· The factored shear used to check the Strength I Limit State are displayed in Table 10. Table 10: Factored Shear - Strength I Limit State Factored Shear - Strength I V+ (Pier) 1427.19 k V- (Pier) -1427.19 k Check Flexure ï· To determine the number of strands required to meet the flexural capacity of the section, a spreadsheet was developed to facilitate the iterative process. In practice, advanced computational aids typically determine the appropriate cable path and strand layout. ï· In the absence of advanced methods, the cable path can be assumed to run as closely through the geometric center of the section as possible. ï· The location of the center of gravity of the strands was assumed to be 12 inches at the low point of the strands. ï· Since the cable path was not designed, the friction losses and anchor set losses were not determined in this design. If time permits, full cable path design will be pursued. To complete the design of the path, friction and anchor set loss of 0.9330 were assumed at the critical locations analyzed. ï· The resistance provided by secondary moments was conservatively neglected in the determination of the flexural resistance of the section. ï· The required post-tensioning properties are shown in Table 11. Table 11: Post-Tension Properties Post-Tension Properties Type Low Lax, Rigid Galvanzied Metal Duct f_pu 270.00 ksi f_py 243.00 ksi E_p 28500.0 ksi f_pj 207.90 ksi # Strands 66 ksi 0.6" Strand 0.217 in^2
F-13 A_ps 14.322 in^2 P_j 2977.54 kips k 0.0002 mu 0.250 ï· The flexural resistance of the section was determined to be Mn = 10,574 ft-k > Mu = 7,918.37 ft-k at 0.4 Span 1 and 0.6 Span 2. However, 1.2Mcr = 19,983.74 ft-k > Mn = 10,574 ft-k. Additional mild steel reinforcement of #3 bars spaced at 12â in. C/C was needed to prevent cracking of the section. Thus, Mu = 124,900 ft-k > 1.2Mcr = 19,983.74 ft-k. ï· The flexural resistance of the section was determined to be Mn = 9,534 ft-k > Mu = 9,457.88 ft-k < 1.2Mcr = 20,126.76 ft-k over the pier. Additional mild steel reinforcement of #3 bars spaced at 12â in. C/C was needed to prevent cracking of the section. Thus, Mu = 70,351.6 ft-k > 1.2Mcr = 20,126.76 ft-k. ï· Note: Additional strands were not an efficient solution to increase the capacity of the section because the final concrete tension over the pier (Service III) exceeded the allowable tension in the section with additional strands.
F-14 NCHRP 12-103 Two-Span Continuous Cast-in-Place (CIP) Multi-Cell Box (MCB) Girder Bridge Design Jake DeWitt2 General
F-15 ï· This document outlines the procedures and methods used to model, analyze, evaluate, and design a two-span continuous cast-in-place (CIP) multi-cell box (MCB) girder bridge in accordance with the AASHTO LRFD Bridge Design Specifications (2014). Other design aids include FHWA: Post-Tensioned Box Girder Design Manual (2015) and the Arizona Department of Transportationâs Two-Span Cast-in-Place Post-Tensioned Concrete Box Girder Example. LEAP Bridge Concrete software â a Bentley program â was a significant tool used to facilitate complex calculations, such as cross-section properties and maximum live load effects. Design Flowchart ï· While it is not absolutely necessary to follow the exact path of the flowchart shown in Figure 1, it is a useful tool for preliminary design. Figure 3: Design Flowchart 2 Masterâs student at the University of Delaware
F-16 Limit States to be Satisfied: ï· Strength I ï· Service I ï· Service III ï· Any additional limit states, as required Design Parameters ï· Span length - Typical span lengths are shown in the figure below. The figure was provided by FHWA Post-Tensioned Box Girder Design Manual (2015), in accordance with recommendations by the California Department of Transportation (CALTRANS). Figure 4: Typical Span Lengths - Since the model used for NCHRP 12-103 determined that shorter spans control design of CIP Multi-Cell Box (MCB) Girder bridges, a practical minimum span length of 100 feet is recommended. - To present the panel with an alternative, shorter design, the span length chosen for this design is 50 feet. ï· Width - The width of the bridge is determined based on the number and width of traffic lanes provided, the width of shoulders, and width of other features, such as pedestrian sidewalks, bicycle lanes, or observation overhangs. - In this design, the simplest practical design includes two 12-foot traffic lanes and two 10-foot shoulders, and Arizona DOT Standard F-Shape barriers (1â-7â width) for a total bridge width of 47â-2â.
F-17 - As permissible, the outside safety barriers are located on the outermost edge on each side of the bridge, along the entire bridge length. ï· Skew - Skew is not considered in this design, but may be investigated in future work. ï· Depth - As per AASHTO LRFD Table 2.5.2.6.3.1-1, the minimum depth of CIP Reinforced Concrete Box Girder continuous bridges can be determined the equation shown, where D is the total depth of the section, and L is the span length: ð· = 0.055ð¿ - The design uses D = 4.0 ft. ï· Width and Thickness of Overhang - The thickness of the cantilever overhang wing root, tc was determined using the following equation: ð¡ð = ð¿ð 5 (12) ⥠ð¡ð¡ðð - The thickness of the cantilever overhang tip, ttip, was taken to equal 9 inches, as per the minimum for âshortâ cantilevers less than 5 feet in length. - The length of the cantilever overhang was determined as 3â-9â for this design. ï· Total and Individual Web Thickness - The total web thickness was approximated using the following equation, in which the allowable shear stress and superstructure dead load were estimated using the full bridge width method: ðð¡ðð¡ðð = ðð·ð¿ð¿ððð¥ 2(0.8â)ðððððð¤ 5âððⲠ⤠ðððððð¤ ⤠7âððâ² - For webs with post-tensioning, the minimum thickness recommended for practical design is 10 inches. This design uses four 12-inch webs, spaced at Lclear = 12â-10 ½ â C/C. ï· Top Slab Thickness - The top slab thickness was determined using the following equation: ð¿ððððð 14 ⤠ð¡ð ððð ⤠ð¿ððððð 17
F-18 - The top slab thickness chosen for this design is 8 inches. ï· Bottom Slab Thickness - The practical minimum thickness of bottom slabs of CIP multi-cell box girder is 7 inches. This is due to cover requirements for mild steel reinforcement. ï· The cross-section properties are summarize in the table below: Table 12: Cross-Section Properties Lane Width 12 ft Shoulder Width 10 ft Barrier Width 1.583 ft Roadway Width 44 ft Total Bridge Width 47.167 ft t_c 12 in L_c 3.75 ft Web 12 in Web Spacing 12.9 ft t_slab (top) 8 in t_slab (bot) 7 in Depth 4 ft Dist. from Bot. Slab to OH 1.5 ft N_w 5 N_c 4 Span 100 ft Bottom Slab Width 36.667 ft Fillet 4 in ï· The following section properties were determined by modeling the section in LEAP Bridge Concrete software: Table 13: Section Properties Determined in LEAP Bridge Concrete A 66.80 ft^2 9619.66 in^2 I 158.34 ft^4 3283342.39 in^4 y_t 2.25 ft 27.04 in y_b 1.75 ft 20.96 in Vol/Area 4.38 in
F-19 Table 14: Material Properties Material Properties Reinforcing Steel Yield Strength 60 ksi Modulus of Elasticity 29000 ksi Prestressing Strand Low Relaxation Prestressing Strand 0.6" Diameter Strand Tensile Strength 270 ksi Yield Strength 243 ksi Modulus of Elasticity 28500 ksi Concrete f'c 4.5 ksi f'ci 3.5 ksi Unit Weight for Ec 0.145 kcf Unit Weight for DL Calculation 0.15 kcf Ec 3681 ksi Eci 3405 ksi n 8 β1 0.825 Deck Design ï· Note: Deck design was omitted for this design. Determination of the flexural capacity was the primary concern for design of the CIP MCB Girder Bridge with two 50 ft. spans. If sufficient time permits, future work will include full deck design. ï· Deck design should be completed using the effective length of the section, as defined in AASHTO Article 9.7.2.3. The strip method (an elastic method of analysis) should be used to determine the required mild steel reinforcement in the section. ï· Unfactored live loads used in this portion of the design should be determined based on the effective length and AASHTO Table A4-1. ï· The 0.5-inch thickness of the future wearing surface should be assumed to contribute no strength in the deck design. ï· Strength I Limit State, Service I Limit State, Cracking Criteria, and Minimum Reinforcement Limit must be satisfied in the design of the conventionally reinforced deck.
F-20 Overhang Design ï· Note: Overhang design was omitted for this design. Determination of the flexural capacity was the primary concern for design of the CIP MCB Girder Bridge with two 50 ft. spans. If sufficient time permits, future work will include full overhang design. ï· In each of the three design cases specified by AASHTO, the overhang should satisfy the Strength, Service, spacing, and minimum reinforcement requirements Select Resistance Factors â Strength I Limit State ï· Applicable resistance factors for the Strength I Limit State were determined using AASHTO Article 5.5.4.2.1. Select Load Modifiers ï· The applicable load modification factors were determined based on the guidelines of AASHTO Articles 1.3.3 through 1.3.5. Table 4 displays the modification factors used in this design. Table 15: Load Modification Factors Modification Factors Ductility 1.0 Redundancy 1.0 Operational Importance 1.0 Select Applicable Load Combinations and Load Factors ï· The applicable load combinations and load factors were determined using AASHTO Table 3.4.1-1. ï· Î³DC = 1.25 ï· Î³DW = 1.50 ï· Î³LL = 1.75 ðð¢ = ð¾ð·ð¶ðð·ð¶ + ð¾ð·ððð·ð + ð¾ð¿ð¿ðð¿ð¿ ðð¢ = ð¾ð·ð¶ðð·ð¶ + ð¾ð·ððð·ð + ð¾ð¿ð¿ðð¿ð¿ Calculate Live Load Force Effects ï· For the previously defined cross-section, LEAP Bridge Concrete software determined magnitude and location of the unfactored moments specified in .
F-21 ï· Table 5. Table 16: Unfactored Moments Unfactored Moments 0.4 Span 1 DW 44.43 ft-k Pier -79.34 ft-k 0.6 Span 2 44.43 ft-k 0.4 Span 1 Superstructure 1695.13 ft-k Pier -3027.02 ft-k 0.6 Span 2 1695.13 ft-k 0.4 Span 1 Barrier 475.6 ft-k Pier -849.28 ft-k 0.6 Span 2 475.6 ft-k 0.4 Span 1 HL-93 Design Truck 501.51 ft-k Pier -316.37 ft-k 0.6 Span 2 501.51 ft-k 0.4 Span 1 HL-93 Design Tandem 472.1 ft-k Pier -237.75 ft-k 0.6 Span 2 472.1 ft-k 0.4 Span 1 HL-93 Dual Truck 501.15 ft-k Pier -353.91 ft-k 0.6 Span 2 501.15 ft-k 0.4 Span 1 HL-93 Design Lane 152.34 ft-k Pier -198.29 ft-k 0.6 Span 2 152.34 ft-k For the previously defined cross-section, LEAP Bridge Concrete software determined magnitude and location of the unfactored shear specified in
F-22 ï· Table 6. Table 17: Unfactored Shear Unfactored Shear 1.0 Span 1 DW 7.93 k 0.0 Span 2 -7.93 k 1.0 Span 1 Superstructure 302.7 k 0.0 Span 2 - 302.7 k 1.0 Span 1 Barrier 84.93 k 0.0 Span 2 - 84.93 k 1.0 Span 1 HL-93 Design Truck 62 k 0.0 Span 2 -62 k 1.0 Span 1 HL-93 Design Tandem 48.88 k 0.0 Span 2 - 48.88 k 1.0 Span 1 HL-93 Dual Truck 62.01 k
F-23 0.0 Span 2 - 62.01 k 1.0 Span 1 HL-93 Design Lane 19.97 k 0.0 Span 2 - 19.97 k ï· The maximum live load moment effects, including dynamic load allowance and impact factor, are shown in Table 7. LEAP Bridge Concrete applied the HL-93 Design Load to the model (Design Truck, Design Tandem, Dual Truck, and Design Lane) such that the maximum effects were produced. Table 18: Live Load Moment Effects Moment - LL+IM M+ (0.4 Span 1) 4103.60 ft-k M- (Pier) -3350.55 ft-k M+ (0.6 Span 2) 4103.60 ft-k ï· The maximum live load shear effects, including dynamic load allowance and impact factor, are shown in Table 8. LEAP Bridge Concrete applied the HL-93 Design Load to the model (Design Truck, Design Tandem, Dual Truck, and Design Lane) such that the maximum effects were produced. Table 19: Live Load Shear Effects Shear - LL+IM V_+ (Pier) 619.73 k V- (Pier) -619.73 k Investigate Service Limit State ï· The factored service force effects were not directly calculated, but were investigated in the design of the post-tensioning, deck, and overhang. Investigate Strength Limit State ï· The factored moments used to check the Strength I Limit State are displayed in Table 9. Table 20: Factored Moments - Strength I Limit State Factored Moments - Strength I M+ (0.4 Span 1) 9961.36 ft-k
F-24 M- (Pier) -10827.85 ft-k M+ (0.6 Span 2) 9961.36 ft-k ï· The factored shear used to check the Strength I Limit State are displayed in Table 10. Table 21: Factored Shear - Strength I Limit State Factored Shear - Strength I V+ (Pier) 1580.95 k V- (Pier) -1580.95 k Check Flexure ï· To determine the number of strands required to meet the flexural capacity of the section, a spreadsheet was developed to facilitate the iterative process. In practice, advanced computational aids typically determine the appropriate cable path and strand layout. ï· In the absence of advanced methods, the cable path can be assumed to run as closely through the geometric center of the section as possible. ï· The location of the center of gravity of the strands was assumed to be 12 inches at the low point of the strands. ï· Since the cable path was not designed, the friction losses and anchor set losses were not determined in this design. If time permits, full cable path design will be pursued. To complete the design of the path, friction and anchor set loss of 0.9330 were assumed at the critical locations analyzed. ï· The resistance provided by secondary moments was conservatively neglected in the determination of the flexural resistance of the section. ï· The required post-tensioning properties are shown in Table 11. Table 22: Post-Tension Properties Post-Tension Properties Type Low Lax, Rigid Galvanzied Metal Duct f_pu 270.00 ksi f_py 243.00 ksi E_p 28500.0 ksi f_pj 207.90 ksi # Strands 66 ksi 0.6" Strand 0.217 in^2 A_ps 14.322 in^2 P_j 2977.54 kips k 0.0002
F-25 mu 0.250 ï· The flexural resistance of the section was determined to be Mn = 10,574 ft-k > Mu = 9,961 ft-k at 0.4 Span 1 and 0.6 Span 2. However, 1.2Mcr = 20,323 ft-k > Mn = 10,574 ft-k. Additional mild steel reinforcement of #7 bars spaced at 12â in. C/C was needed to prevent cracking of the section. Thus, Mu = 62,125 ft-k > 1.2Mcr = 20,323 ft-k. ï· The flexural resistance of the section was determined to be Mn = 9,534 ft-k < Mu = 10,828 ft-k < 1.2Mcr = 21,658 ft-k over the pier. Additional mild steel reinforcement of #7 bars spaced at 12â in. C/C was needed to prevent cracking of the section. Thus, Mu = 64,377 ft-k > 1.2Mcr = 21,658 ft-k. ï· Note: Additional strands were not an efficient solution to increase the capacity of the section because the final concrete tension over the pier (Service III) exceeded the allowable tension in the section with additional strands.
F-26 NCHRP 12-103 Two-Span Continuous Cast-in-Place (CIP) Multi-Cell Box (MCB) Girder Bridge Design Jake DeWitt3
F-27 General ï· This document outlines the procedures and methods used to model, analyze, evaluate, and design a two-span continuous cast-in-place (CIP) multi-cell box (MCB) girder bridge in accordance with the AASHTO LRFD Bridge Design Specifications (2014). Other design aids include FHWA: Post-Tensioned Box Girder Design Manual (2015) and the Arizona Department of Transportationâs Two-Span Cast-in-Place Post-Tensioned Concrete Box Girder Example. LEAP Bridge Concrete software â a Bentley program â was a significant tool used to facilitate complex calculations, such as cross-section properties and maximum live load effects. Design Flowchart ï· While it is not absolutely necessary to follow the exact path of the flowchart shown in Figure 1, it is a useful tool for preliminary design. Figure 5: Design Flowchart 3 Masterâs student at the University of Delaware
F-28 Limit States to be Satisfied: ï· Strength I ï· Service I ï· Service III ï· Any additional limit states, as required Design Parameters ï· Span length - Typical span lengths are shown in the figure below. The figure was provided by FHWA Post-Tensioned Box Girder Design Manual (2015), in accordance with recommendations by the California Department of Transportation (CALTRANS). Figure 6: Typical Span Lengths - Since the model used for NCHRP 12-103 determined that shorter spans control design of CIP Multi-Cell Box (MCB) Girder bridges, a practical minimum span length of 100 feet is recommended. - For the design of this two-span continuous bridge each span equals 100 feet. ï· Width - The width of the bridge is determined based on the number and width of traffic lanes provided, the width of shoulders, and width of other features, such as pedestrian sidewalks, bicycle lanes, or observation overhangs. - In this design, the simplest practical design includes two 12-foot traffic lanes and two 10-foot shoulders, and Arizona DOT Standard F-Shape barriers (1â-7â width) for a total bridge width of 47â-2â.
F-29 - As permissible, the outside safety barriers are located on the outermost edge on each side of the bridge, along the entire bridge length. ï· Skew - Skew is not considered in this design, but may be investigated in future work. ï· Depth - As per AASHTO LRFD Table 2.5.2.6.3.1-1, the minimum depth of CIP Reinforced Concrete Box Girder continuous bridges can be determined the equation shown, where D is the total depth of the section, and L is the span length: ð· = 0.055ð¿ - The design uses D=5.75 ft. ï· Width and Thickness of Overhang - The thickness of the cantilever overhang wing root, tc was determined using the following equation: ð¡ð = ð¿ð 5 (12) ⥠ð¡ð¡ðð - The thickness of the cantilever overhang tip, ttip, was taken to equal 9 inches, as per the minimum for âshortâ cantilevers less than 5 feet in length. - The length of the cantilever overhang was determined as 3â-9â for this design. ï· Total and Individual Web Thickness - The total web thickness was approximated using the following equation, in which the allowable shear stress and superstructure dead load were estimated using the full bridge width method: ðð¡ðð¡ðð = ðð·ð¿ð¿ððð¥ 2(0.8â)ðððððð¤ 5âððⲠ⤠ðððððð¤ ⤠7âððâ² - For webs with post-tensioning, the minimum thickness recommended for practical design is 10 inches. This design uses five 12-inch webs, spaced at Lclear = 9â-9â C/C. ï· Top Slab Thickness - The top slab thickness was determined using the following equation: ð¿ððððð 14 ⤠ð¡ð ððð ⤠ð¿ððððð 17
F-30 - The top slab thickness chosen for this design is 8 inches. ï· Bottom Slab Thickness - The practical minimum thickness of bottom slabs of CIP multi-cell box girder is 7 inches. This is due to cover requirements for mild steel reinforcement. ï· The cross-section properties are summarize in the table below: Table 23: Cross-Section Properties Section Properties Lane Width 12 ft Shoulder Width 10 ft Barrier Width 1.583 ft Roadway Width 44 ft Total Bridge Width 47.167 ft tc 12 in Lc 3.75 ft Web 12 in Web Spacing 9.75 ft tslab (top) 8 in tslab (bot) 7 in Total Depth 5.75 ft Dist. from Bot. Slab to OH 1.75 ft Nw (Number of Webs) 5 Nc (Number of Cells) 4 Span Length 100 ft Bottom Slab Width 34.167 ft Fillet 4 in ï· The following section properties were determined by modeling the section in LEAP Bridge Concrete software: Table 24: Section Properties Determined in LEAP Bridge Concrete LEAP Bridge Concrete Section Properties Area 78.1556 ft2 11254.4064 in2 Moment of Inertia (Strong Axis) 386.6289 ft4 8017136.87 in4 yt (from top) 2.5258 ft 30.3096 in yb (from bottom) 3.2242 ft 38.6904 in Vol./Area 4.6289 in
F-31 Table 25: Material Properties Material Properties Reinforcing Steel Yield Strength 60 ksi Modulus of Elasticity 29000 ksi Prestressing Strand Low Relaxation Prestressing Strand 0.6" Diameter Strand Tensile Strength 270 ksi Yield Strength 243 ksi Modulus of Elasticity 28500 ksi Concrete f'c 4.5 ksi f'ci 3.5 ksi Unit Weight for Ec 0.145 kcf Unit Weight for DL Calculation 0.15 kcf Ec 3681 ksi Eci 3405 ksi n 8 β1 0.825 Deck Design ï· Deck design was completed using the effective length of the section, as defined in AASHTO Article 9.7.2.3. The strip method (an elastic method of analysis) was used to determine the required mild steel reinforcement in the section. ï· Unfactored live loads used in this portion of the design were determined based on the effective length and AASHTO Table A4-1. ï· Table 26 summarizes the design of mild steel reinforcement in the deck using the strip method.
F-32 Table 26: Summary of Mild Steel Reinforcement in Deck Reinforcement Summary Bar No. Spacing Positive Moment Region #6 Bars 8 in. Negative Moment Region #6 Bars 6 in. Distribution Reinforcement #6 Bars 10 in. Bottom Slab Reinforcement Longitudinal #6 Bars 12 in. Transverse #6 Bars 12 in. Temperature and Shrinkage Exterior Web #5 Bars 12 in. Top Slab #5 Bars 12 in. Bottom Slab #5 Bars 12 in. Additional Reinforcement Mild Steel Over Pier #5 Bars 12 in. ï· The 0.5-inch thickness of the future wearing surface was assumed to contribute no strength in the deck design. ï· Strength I Limit State, Service I Limit State, Cracking Criteria, and Minimum Reinforcement Limit were satisfied in the design of the conventionally reinforced deck. Overhang Design ï· The railing considered for this design was a TL-5 railing measuring 42 inches in height. Tables 5-7 summarize the railing and barrier properties used in the design.
F-33 Table 27: TL-5 Railing Properties TL-5 Rail with 42-in. Height Ft, transverse 124 k Fr, longitudinal 41 k Fv, vertical down 80 k Lt & Ll 8 ft Lv 40 ft He, min. 42 in Table 28: Barrier Test Forces (from Arizona DOT) Barrier Test Forces (from ADOT) Mb 0 ft-k Mc 15.16 ft-k Mw 56.42 ft-k Rw 129.6 k Barrier Weight 0.538 k Table 29: Barrier Reinforcement Details (from Arizona DOT) Barrier Reinforcing As (#5 Bar) 0.31 in2 dbar 0.625 in Cover 1.5 in Rebar Angle 26 degrees ï· The cantilever overhang design was checked for three cases. ï· Case I considered the Service Limit State at three critical locations, which are at the face of the barrier, at the exterior support, and at the interior support. Table 30: Case I Distances Case I - Distances Edge of Bridge to Location 1 19 in Location 1 to Location 2 26 in Edge of Bridge to Location 2 45 in Location 2 to Location 3 13 in Rw to Top of Slab 42 in Barrier Load to Face of Barrier 11.352 in
F-34 ï· Case II considered the Extreme Event Limit State in which a vehicle with a 16-kip axle rests on the barrier and TL-5 railing. Table 31: Case II Dimensions and Properties Case II - Dimensions and Properties Distances From Collision Load to Outer Edge 5.5 in Edge to Far Edge 0.25 in From Collision Load to Inner Edge 5.25 in Vehicle Collision Load 18 k Distribution of Load 18 ft ï· Case III considers the Strength Limit State at the same locations considered in Case I. Table 32: Case III Dimensions and Properties Case III - Dimensions and Properties Edge of Bridge to Location 1 19 in Location 1 to Location 2 26 in From Location 1 to Live Load 12 in From Live Load to Location 2 14 in From Edge of Bridge to Location 2 45 in LL Axle Load 16 k Multiple Presence Factor 1.2 X, Dist. From Location 2 to Live Load 1.167 ft Width of Primary Strip 56.667 in Width of Primary Strip 4.722 ft ï· In each case, the overhang was deemed to satisfy the Strength, Service, spacing, and minimum reinforcement requirements Select Resistance Factors â Strength I Limit State ï· Applicable resistance factors for the Strength I Limit State were determined using AASHTO Article 5.5.4.2.1. Select Load Modifiers ï· The applicable load modification factors were determined based on the guidelines of AASHTO Articles 1.3.3 through 1.3.5. Table 4 displays the modification factors used in this design.
F-35 Table 33: Load Modification Factors Modification Factors Ductility 1.0 Redundancy 1.0 Operational Importance 1.0 Select Applicable Load Combinations and Load Factors ï· The applicable load combinations and load factors were determined using AASHTO Table 3.4.1-1. ï· Î³DC = 1.25 ï· Î³DW = 1.50 ï· Î³LL = 1.75 ðð¢ = ð¾ð·ð¶ðð·ð¶ + ð¾ð·ððð·ð + ð¾ð¿ð¿ðð¿ð¿ ðð¢ = ð¾ð·ð¶ðð·ð¶ + ð¾ð·ððð·ð + ð¾ð¿ð¿ðð¿ð¿ Calculate Live Load Force Effects ï· For the previously defined cross-section, LEAP Bridge Concrete software determined magnitude and location of the unfactored moments specified in . ï· Table 5. Table 34: Unfactored Moments Unfactored Moments 0.4 Span 1 DW 193.74 ft-k Pier -345.96 ft-k 0.6 Span 2 193.74 ft-k 0.4 Span 1 Superstructure 7932.79 ft-k Pier -14165.69 ft-k 0.6 Span 2 7932.79 ft-k 0.4 Span 1 Barrier 674.07 ft-k Pier -1203.69 ft-k 0.6 Span 2 647.07 ft-k
F-36 0.4 Span 1 HL-93 Design Truck 1233.68 ft-k Pier -660.72 ft-k 0.6 Span 2 1233.68 ft-k 0.4 Span 1 HL-93 Design Tandem 988.1 ft-k Pier -477.75 ft-k 0.6 Span 2 988.1 ft-k 0.4 Span 1 HL-93 Dual Truck 1233.68 ft-k Pier -1321.32 ft-k 0.6 Span 2 1233.68 ft-k 0.4 Span 1 HL-93 Design Lane 609.36 ft-k Pier -793.18 ft-k 0.6 Span 2 609.36 ft-k For the previously defined cross-section, LEAP Bridge Concrete software determined magnitude and location of the unfactored shear specified in ï· Table 6. Table 35: Unfactored Shear Unfactored Shear 1.0 Span 1 DW 17.3 k 0.0 Span 2 -17.3 k 1.0 Span 1 Superstructure 708.28 k 0.0 Span 2 -708.28 k 1.0 Span 1 Barrier 60.18 k 0.0 Span 2 -60.18 k 1.0 Span 1 HL-93 Design Truck 67.71 k 0.0 Span 2 -67.71 k 1.0 Span 1 HL-93 Design Tandem 49.97 k
F-37 0.0 Span 2 -49.97 k 1.0 Span 1 HL-93 Dual Truck 79.61 k 0.0 Span 2 -79.61 k 1.0 Span 1 HL-93 Design Lane 39.93 k 0.0 Span 2 -39.93 k ï· The maximum live load moment effects, including dynamic load allowance and impact factor, are shown in Table 7. LEAP Bridge Concrete applied the HL-93 Design Load to the model (Design Truck, Design Tandem, Dual Truck, and Design Lane) such that the maximum effects were produced. Table 36: Live Load Moment Effects Moment - LL+IM M+ (0.4 Span 1) 8517.73 ft-k M- (Pier) -9654.79 ft-k M+ (0.6 Span 2) 8517.73 ft-k ï· The maximum live load shear effects, including dynamic load allowance and impact factor, are shown in Table 8. LEAP Bridge Concrete applied the HL-93 Design Load to the model (Design Truck, Design Tandem, Dual Truck, and Design Lane) such that the maximum effects were produced. Table 37: Live Load Shear Effects Shear - LL+IM V+ (Pier) 710.95 k V- (Pier) -710.95 k Investigate Service Limit State ï· The factored service force effects were not directly calculated, but were investigated in the design of the post-tensioning, deck, and overhang. Investigate Strength Limit State ï· The factored moments used to check the Strength I Limit State are displayed in Table 9. Table 38: Factored Moments - Strength I Limit State Factored Moments - Strength I M+ (0.4 Span 1) 25955.22 ft-k M- (Pier) -36626.55 ft-k
F-38 M+ (0.6 Span 2) 25955.22 ft-k ï· The factored shear used to check the Strength I Limit State are displayed in Table 10. Table 39: Factored Shear - Strength I Limit State Factored Shear - Strength I V+ (Pier) 2230.69 k V- (Pier) -2230.69 k Check Flexure ï· To determine the number of strands required to meet the flexural capacity of the section, a spreadsheet was developed to facilitate the iterative process. In practice, advanced computational aids typically determine the appropriate cable path and strand layout. ï· In the absence of advanced methods, the cable path can be assumed to run as closely through the geometric center of the section as possible. ï· The location of the center of gravity of the strands was assumed to be 12 inches at the low point of the strands. ï· Since the cable path was not designed, the friction losses and anchor set losses were not determined in this design. If time permits, full cable path design will be pursued. To complete the design of the path, friction and anchor set loss of 0.9330 were assumed at the critical locations analyzed. ï· The resistance provided by secondary moments was conservatively neglected in the determination of the flexural resistance of the section. ï· The required post-tensioning properties are shown in Table 11. Table 40: Post-Tension Properties Post-Tension Properties Type Low Lax, Rigid Galvanzied Metal Duct fpu 270.00 ksi fpy 243.00 ksi Ep 28500.0 ksi fpj 207.90 ksi # Strands 150 ksi 0.6" Diameter Strand 0.217 in2 Aps 32.550 in2 Pj 6767.15 kips k 0.0002 μ 0.250
F-39 ï· The flexural resistance of the section was determined to be Mn = 37,376 ft-k > Mu = 25,955 ft-k at 0.4 Span 1 and 0.6 Span 2. ï· The flexural resistance of the section was determined to be Mn = 52,274 ft-k > Mu = 36,627 ft-k over the pier. Additional mild steel reinforcement of #5 bars spaced at 12â in. C/C was needed to prevent cracking of the section.
F-40 NCHRP 12-103 Two-Span Continuous Open Steel Bridge Design Summary Jake DeWitt4 General
F-41 ï· This document outlines the procedures and methods used to model, analyze, evaluate, and design a two-span continuous open steel bridge in accordance with the AASHTO LRFD Bridge Design Specifications (2014). Other design aids include Practical Steel Tub Girder Design by Colleti, Fan, Holt, and Vogel (2005); and Design Example 4: Three-Span Continuous Straight Composite Steel Tub Girder Bridge published by the FHWA and completed by HDR Engineering in November of 2012. Limit States to be Satisfied: ï· Strength I ï· Service II ï· Any additional limit states, as required Design Parameters ï· Span length - Typical span lengths for tub girder bridges range from 150 feet to 500 feet. - Since the model used for NCHRP 12-103 determined that shorter spans control design of tub girder bridges, a practical minimum span length of 150 feet is recommended. - For the design of this two-span continuous bridge each span equals 60 feet. ï· Width - The width of the bridge is determined based on the number and width of traffic lanes provided, the width of shoulders, and width of other features, such as pedestrian sidewalks, bicycle lanes, or observation overhangs. - The bridge cross-section consists of two trapezoidal tub girders with top flanges spaced at 11.5 ft. on center, 12.0 ft. between the centerline of adjacent top tub flanges, and 4.0 ft. overhangs for a deck width of 43.0 ft., out-to-out. ï· Skew - Skew is not considered in this design, but may be investigated in future work. ï· Depth - The minimum recommended depth of tub girders is 5 ft., or L/25. For this design, the depth of the section equals 4 ft. While the depth of the girders is below the recommended minimum, it was desired to provide a design illustrating the differences between designs for continuous 60-foot spans and 150-foot spans. 4 Masterâs student at the University of Delaware
F-42 ï· Width and Thickness of Overhang - If empirical live load distribution factors are to be employed, the final cross- section must meet the requirements of Article 6.11.2.3, which states that the deck overhang should not exceed 60 percent of the distance between centers of the top flanges of adjacent tub girders, or 6.0 feet. Also, the distance center-to-center of adjacent tub girders shall not be greater than 120 percent, nor less than 80 percent, of the top flange center-to-center distance of a single tub girder. ï· Deck Parapets - Deck parapets are each assumed to weigh 520 pounds per linear foot, and rest on the outer edge of the roadway, parallel to the direction of traffic. ï· Web Thickness - The webs of the girders were proportioned such that no longitudinal stiffeners were required, based on AASHTO Eq. 6.11.2.1.2-1: ð· ð¡ð¤ ⤠150 ï· Top Flange Width - The minimum width of the top flange was determined by AASHTO Eq. 6.11.2.2-2: ðð ⥠ð· 6 - However, Article C6.10.3.4 suggested additional criteria to determine flange width, where L is the length of the girder: ðð ⥠ð¿ 85 ï· Flange Thickness - The minimum flange thickness guideline adheres to AASHTO Eq. 6.11.2.2-3: ð¡ð ⥠1.1ð¡ð¤ - However, AASHTO/NSBA Steel Bridge Collaboration Guidelines for Design and Constructibility recommend a minimum flange thickness of 0.75 inches to enhance girder stability during handling and erection.
F-43 - The top flange must also satisfy AASHTO Eq. 6.11.2.2-1: ðð 2ð¡ð ⤠12.0 ï· Deck Thickness - The total thickness of the cast-in-place concrete deck is 9.5 inches, including a 0.5-inch thick integral wearing surface. ï· Concrete Deck Haunches - The concrete deck haunch is 3.5 inches deep measured from the top of the web to the bottom of the deck. The width of the deck haunch is assumed to be 18.0 inches. ï· The steel cross-section properties are summarized in the table below: Table 41: Steel Cross-Section Properties Girder Top Flange bf (in.) 12.000 tf (in.) 0.750 Fyc (ksi) 50.000 Web D (in.) 48.000 tw (in.) 0.500 Fyw (ksi) 50.000 Bottom Flange bf (in.) 54.000 tf (in.) 0.75 Fyt (ksi) 50.000 Hybrid Girder Factor Rh 1.000 Steel Modulus Es (ksi) 29000.000 S (Ratio of Vertical to Horizontal) 4 Length of Inclined Web (in.) 49.48 Horizontal Between Flanges (in.) 12.000 ï· The slab and haunch properties are summarized in the table below: Table 42: Slab and Haunch Properties Slab Structural Thickness (in.) 9.000 wc (lb/ft3) 150.000 f'c (ksi) 4.000 Ec (ksi) 3834.254 Haunch Thickness of Haunch (in.) 3.500
F-44 ï· The section properties for the non-composite, n composite, and 3n composite sections are tabulated below: Table 43: Section Properties for Non-composite, Short-term Composite, and Long-term Composite Sections Component I_x (in.^4) S_top (in.^3) S_bottom (in.^3) Girder Only 41473.984 1390.382 2108.403 Composite n 283923.144 36665.20 3632.53 Composite 3n 112283.590 9124.07 3018.89 ï· Additionally, the moment of inertia of each inclined web was determined: Table 44: Moment of Inertia of Inclined Web Moment of Inertia of Inclined Web Iow 4749.82 in.4 ï· The bridge properties are summarized in the table below: Table 45: Bridge Properties Bridge Properties Number of Girders 3 Top Flange Spacing 7.00 ft Adjacent Flange Spacing 7.00 ft Overhang Length 4.00 ft Roadway Width 40.00 ft Barrier Width 1.50 ft Out-to-out Width 43.00 ft Deck Thickness 9.00 in FWS Thickness 0.50 in Total Deck Thickness 9.50 in Haunch Thickness 3.50 in Haunch Width 12.00 in
F-45 ï· The weight of bridge components is tabulated below: Table 46: Weight of Bridge Components Weight of Components Weight of Parapets 0.520 klf Weight of FWS 0.025 ksf Weight of Conc. Deck 0.150 kcf Weight of SIP Forms 0.015 kcf Weight of Steel 0.490 kcf Weight of Cross Frames & Details 0.110 k/ft Select Resistance Factors â Strength I Limit State ï· Applicable resistance factors were determined using AASHTO Article 6.5.4.2. Select Load Modifiers ï· The applicable load modification factors were determined based on the guidelines of AASHTO Articles 1.3.3 through 1.3.5. Table 7 displays the modification factors used in this design. Table 47: Load Modification Factors Modification Factors Ductility 1.0 Redundancy 1.0 Operational Importance 1.0 Select Applicable Load Combinations and Load Factors ï· The applicable load combinations and load factors were determined using AASHTO Table 3.4.1-1 and 3.4.1-2. ï· Î³DC = 1.25 ï· Î³DW = 1.50 ï· Î³LL = 1.75 ðð¢ = ð¾ð·ð¶ðð·ð¶ + ð¾ð·ððð·ð + ð¾ð¿ð¿ðð¿ð¿ ðð¢ = ð¾ð·ð¶ðð·ð¶ + ð¾ð·ððð·ð + ð¾ð¿ð¿ðð¿ð¿ Calculate Force Effects ï· For the previously defined cross-section, IES Visual Analysis software determined magnitude and location of the unfactored moments. The dead loads, construction live load, and results from the HL-93 vehicular design load are shown below.
F-46 Table 48: Dead Loads Dead Loads DC1 Deck 5.106 k/ft Overhang Tapers 0.350 k/ft Haunches 0.131 k/ft Stay-in-Place Forms 0.270 k/ft Girder Self-Weight 0.601 k/ft Cross Frames & Details 0.110 k/ft DC1 Total (per Three Girders) 6.569 k/ft DC1 Load (per One Girder) 2.189 k/ft DC2 Barrier 1.040 k/ft DC2 per One Girder 0.347 k/ft DW FWS 1.000 k/ft DW per One Girder 0.333 k/ft Table 49: Construction Live Loads Live Load CLL Construction LL 0.430 k/ft Construction LL per Girder 0.143 k/ft Table 50: Unfactored Dead Load Moments Dead Load DC1 Moment 60 ft 575.30 ft-k Moment 150 ft -1023.00 ft-k Moment 240 ft -575.30 ft-k Shear 150 ft 85.24 k Shear 150 ft -85.24 k DC2 Moment 60 ft 87.82 ft-k Moment 150 ft -156.10 ft-k Moment 240 ft -87.82 ft-k Shear 150 ft 19.50 k Shear 150 ft -19.50 k DW Moment 60 ft 84.28 ft-k Moment 150 ft -150.00 ft-k Moment 240 ft -84.28 ft-k Shear 150 ft 12.50 k Shear 150 ft -12.50 k
F-47 Table 51: Unfactored Live Load Shear and Moment Effects Shear and Moment Effects from Visual Analysis HL-93 Design Truck (Short) Load Type Location Magnitude Units Moment 60 ft 640.30 ft-k Moment 150 ft -373.30 ft-k Moment 240 ft -640.30 ft-k Shear 150 ft 63.77 k Shear 150 ft -63.77 k HL-93 Design Truck (Long) Moment 60 ft 476.20 ft-k Moment 150 ft -359.10 ft-k Moment 240 ft -476.20 ft-k Shear 150 ft 51.47 k Shear 150 ft -51.47 k HL-93 Dual Truck Moment 60 ft 718.00 ft-k Moment 150 ft -754.50 ft-k Moment 240 ft -718.00 ft-k Shear 150 ft 80.12 k Shear 150 ft -80.12 k HL-93 Design Tandem Moment 60 ft 795.10 ft-k Moment 150 ft -574.80 ft-k Moment 240 ft -795.10 ft-k Shear 150 ft 73.02 k Shear 150 ft -73.02 k ï· The maximum live load moment and shear effects, including dynamic load allowance and impact factor as applicable, are shown. IES Visual Analysis applied the HL-93 Design Load to the model (Design Truck, Design Tandem, Dual Truck, and Design Lane) such that the maximum effects were produced. Live Load Distribution Factors ï· Live loads are distributed to individual girders according to the approximate methods specified in AASHTO 4.6.2.2. The number of lanes, NL, was assumed to equal two.
F-48 Table 52: Distribution Factors Distribution Factors DF, 2 Lanes (Strength/Service) 0.829 Lanes DF, 1 Lane (Fatigue) 0.758 Lanes LL+IM (Strength) 1.33 IM (Fatigue) 1.15 Effective Width of Concrete Deck ï· As specified in Article 6.10.1.1.1e, the effective flange width is to be determined as specified in Article 4.6.2.6. The individual webs of the tub girder must be initially considered separately since one web is an exterior web and the other is an interior web. According to Article 4.6.2.6, for an exterior web, the effective flange width may be taken as one-half the effective width of the adjacent interior girder, plus the full width of the overhang. Table 53: Effective Width of Concrete Deck Effective Width of Concrete Deck beff. int. web 84.00 in. beff. ext. web 90.00 in. beff. girder 174.00 in. Investigate Service Limit State ï· The factored service force effects were not directly calculated, but were investigated in the design of the post-tensioning, deck, and overhang. Investigate Strength Limit State ï· The factored moments used to check the Strength I Limit State are displayed in Table 14. Table 54: Factored Moments - Strength I Limit State Factored Moments - Strength I M+ (0.4 Span 1) 2806 ft-k M- (Pier) -3455 ft-k M+ (0.6 Span 2) -2806 ft-k Check Flexure and Constructability â Positive Bending ï· The area of the concrete haunch was neglected in the calculation of girder section properties, but the height of the concrete haunch was considered. ï· The unbraced length was assumed to be 0.25L = 15 ft. Conventional mild deck reinforcement, diaphragms, and stiffeners were not considered in this design.
F-49 ï· The plastic moment capacity of the girder was determined using AASHTO Article D6.1. The plastic neutral axis was calculated to be in the web. Thus, Case I in Table D6.1-1 was used to determine the plastic moment capacity and location of the plastic neutral axis. Table 55: Component Forces - Positive Bending Component Forces & Details â Positive Bending Top Flange, Pc (kips) 900.000 Web, Pw (kips) 2473.863 Bottom Flange, Pt (kips) 2025.000 Slab, Ps (kips) 5324.400 Top Reinf., Prt (kips) 0.000 Bottom Reinf., Prb (kips) 0.000 Table 56: Location of Component Forces - Positive Bending Location of Component Forces â Positive Bending Ps (from PNA, in.) 7.281 Pt (from PNA, in.) 49.094 Pw (from PNA, in.) 24.719 Pc (from PNA, in.) 0.406 Table 57: Plastic Moment Capacity - Positive Bending Plastic Moment Capacity 203355.93 k-in 16946.33 k-ft ï· In composite bending, it was necessary to determine MAD, which is the additional moment that must be applied to the short-term composite section to cause nominal yielding in either steel flange, as per AASHTO Eq. D6.2.2-1: ð¹ð¦ = ðð·1 ððð¶ + ðð·2 ðð¿ð + ðð´ð· ððð ï· The yield moment of the composite section in positive bending was determined using AASHTO Eq. D6.2.2-2: ðð¦ = ðð·1 + ðð·2 + ðð´ð· ï· Similarly, MAD and the yield moment of the composite section in negative bending were determined using AASHTO Eq. D6.2.2-1 and D6.2.2-2 with SLT
F-50 and SST representing the steel section only, neglecting the strength contribution of the concrete slab. These calculations were facilitated using the Data > What If > Goal Seek function in Microsoft Excel. The factored MD1, MD2, and MLL+IM and Goal Seek results are tabulated below. Table 58: Factored Loadings Loadings MD1 (in-k) Positive Bending 8629.500 Negative Bending -15345.000 MD2 (in-k) Positive Bending 2834.340 Negative Bending -5041.500 MLL+IM (in-k) Positive Bending 1850.595 Negative Bending -1756.099 Yield Strength (ksi) for Goal Seek 50 MAD (Positive Bending) Calc. MAD (k-in) (Goal Seek) 163348.280 MAD (k-ft) 13612.357 Yield Strength (ksi) for Goal Seek 50 MAD (Negative Bending) Calc. MAD (k-in) (Goal Seek) -49132.615 MAD (k-ft) -4094.385 ï· The yield moment of the composite section in positive bending is shown below. Also, Myt in negative bending was taken about the tension flange since mild steel reinforcement was not considered. Table 59: Yield Moments Yield Moment (0.4L) - Positive Bending My 14567.68 ft-k Yield Moment (1.0L) - Negative Bending My -5793.26 ft-k Girder Constructability Check â Positive Moment Region ï· Article 6.11.3 directs the engineer to Article 6.10.3 for the constructability checks of tub girders. For critical stages of construction, the provisions of Articles 6.10.3.2.1 through 6.10.3.2.3 shall be applied to the top flanges of the tub girder. The non-composite bottom tub flange in compression or tension shall satisfy requirements specified in Article 6.11.3.2 ï· Calculate the maximum flexural stresses in the flanges of the steel section due to the factored loads resulting from the application of steel self-weight and the assumed full deck-placement (DC1). As specified in Article 6.10.1.6, for design checks where the flexural resistance is based on lateral torsional buckling, fbu is to be determined as the largest value of the compressive
F-51 stress throughout the unbraced length in the flange under consideration, calculated without consideration of flange lateral bending. For design checks where the flexural resistance is based on yielding, flange local buckling or web bend buckling, fbu may be determined as the stress at the section under consideration. The brace points were assumed to be located at intervals of 0.25L=15 ft., as previously stated. ï· In addition to the applied steel, permanent metal deck forms, and concrete self-weight loads, it is pertinent to assume a construction live loading (CLL) on the structure during placement of the concrete deck, as discussed in the load calculations section. In the STRENGTH I load combination; a load factor of 1.5 is applied to all construction loads, in accordance with Article 3.4.2. Table 60: Check Flange Stress - Positive Bending Check Flange Stresses - Positive Bending fbu (DC1) (top flange) -6.207 ksi fbu (DC1) (bottom flange) 4.093 ksi fbu (CLL) (top flange) -0.706 ksi fbu (CLL) (bottom flange) 0.465 ksi fbu (top flange) -6.912 ksi fbu (bottom flange) 4.558 ksi ï· The change in the horizontal component of the web shear in the inclined web along the span acts as a lateral force in the flanges of the tub girder. Under initial non-composite dead load DC1, the lateral force due to shear is assumed to be distributed to the top flanges of the open tub girder. To simplify the calculations for this example, it will conservatively be assumed that the entire DC1 horizontal component of web shear is applied to the top flanges. The change in vertical shear force, equal to the lateral load on the top flanges, is constant and is equal to the change in DC1 shear force in the girder measured at adjacent supports divided by the span length. Table 61: Top Flange Lateral Bending due to Web Shear Top Flange Lateral Bending due to Horizontal Component of Web Shear Change in DC1 Girder Shear over Span 2.841 k/ft Horizontal Component of Web Shear per Top Flange 0.355 k/ft MLAT (assuming bracing at 0.1L) 1.066 k-ft Section Modulus of Top Flange 18.000 in.3 fLAT 0.888 ksi ï· The top flange lateral bending due to overhang loads was also considered. Although the brackets are typically spaced at 3 to 4 feet along the exterior girder, all bracket loads except for the finishing machine load are assumed to be applied uniformly. For this example, the bracket is assumed to extend
F-52 near the edge of the deck overhang. Therefore it is assumed that half the deck overhang weight is placed on the exterior girder web and half the weight is placed on the overhang brackets. Conservatively, one-half the deck haunch weight was included in the total overhang weight. ï· Construction loads, or dead loads and temporary loads that act on the overhang only during construction, were assumed as follows. Table 62: Top Flange Lateral Bending due to Deck Overhang Loads Top Flange Lateral Bending due to Deck Overhang Loads Deck Overhang Weight 289.844 lb/ft Overhang Deck Forms 40.000 lb/ft Screed Rail 85.000 lb/ft Railing 25.000 lb/ft Walkway 125.000 lb/ft Finishing Machine 3000.000 lb FLAT/P 1.250 Strength I - Dead Loads P 774.805 lb/ft FLAT 968.506 lb/ft MLAT 2.906 k-ft Finishing Machine P 4500.000 lb FLAT 5625.000 lb MLAT 4.219 ft-k fLAT (top flange) 2.813 ksi Deck Overhang Total 3.700 ksi ï· Top flange lateral bending amplification was also considered in this design. As specified in Article 6.10.1.6, for design checks where the flexural resistance is based on lateral torsional buckling, the stress, f , is to be determined as the largest value of the stress due to lateral bending throughout the unbraced length in the flange under consideration. For design checks where the flexural resistance is based on yielding or flange local buckling, fl may be determined as the stress at the section under consideration. For simplicity in this example, the largest value of fl within the unbraced length will conservatively be used in all design checks. fl was taken as positive in sign in all resistance equations. AASHTO Article 6.10.1.6 was used to determine the stress.
F-53 Table 63: Top Flange Lateral Bending Amplification Top Flange Lateral Bending Amplification Depth of Web in Compression, Dc 29.974 in. rt 2.778 in. Lp 5.575 ft. Cb (conservative) 1.0 Lb (Assumed) 15.000 ft. Lb (Limit) 6.10.1.6-2 17.993 ft. Fcr 68.168 ksi Amplification Factor, AF 1.000 OK fLAT, including AF 4.588 ksi Stress Limit (6.10.1.6-1) 30.000 ksi ï· Article 6.11.3.2 directs the engineer to the provisions of Article 6.10.3.2 for top flange constructability checks. Article 6.10.3.2.1 requires that discretely braced flanges in compression satisfy the following requirements, except that for slender-web sections, Eq. (6.10.3.2.1-1) need not be checked when fl is equal to zero. ððð¢ + ðð ⤠ððð âð¹ð¦ð ððð¢ + 1 3 ðð ⤠ððð¹ðð ððð¢ ⤠ððð¹ððð¤ ï· Article 6.11.3.2 requires that the non-composite tub flange (bottom flange) in tension satisfy: ððð¢ ⤠ððð âð¹ð¦ð¡Î Table 64: Local Buckling Resistance Check - Positive Bending 2Dc/tw 119.90 NOT SLENDER 5.7â(E/Fyc) 137.274 Top Flange Local Buckling Resistance λf 8.000 λpf 9.152 NONCOMPACT λrf 13.487 Fyr 35.000 ksi Fnc 53.985 ksi
F-54 ï· Lateral torsional buckling resistance was also considered, as per AASHTO Article 6.10.8.2.3. Table 65: Lateral Torsional Buckling Resistance - Positive Bending Top Flange Lateral Torsional Buckling Resistance (6.10.8.2.3) Lr 20.934 ft. Fnc (6.10.8.2.3) 40.795 ksi Rh*Rb*Fyc 50.000 ksi Fnc 40.795 ksi Fnc (governing) 40.795 ksi ï· Web bend-buckling resistance was also considered, as per AASHTO Article 6.10.1.9.1. Table 66: Web Bend-Buckling Resistance - Positive Bending Web Bend Buckling Resistance (6.10.1.9) k 24.522 Fcrw 65.363 ksi Fcrw Limit 50.000 ksi Fcrw USE 50.000 ksi ï· Since all the criteria were determined, the top flange constructability checks were made according to AASHTO Article 6.10.3.2.1: Table 67: Top Flange Constructability Check - Positive Bending Constructability Checks - Positive Bending Top Flange Constructability Checks (6.10.3.2.1) fbu+fLAT (6.10.3.2.1-1) 10.613 ksi OK Ratio 0.2123 fbu+(1/3)*fLAT (6.10.3.2.1-2) 8.146 ksi OK Ratio 0.1997 fbu < Fcrw 6.912 ksi OK Ratio 0.1382 ï· Non-composite tub flanges (bottom flanges) in tension, must satisfy AASHTO Eq. 6.11.3.2-3: ððð¢ ⤠ððð âð¹ð¦ðÎ
F-55 Î = â1 â 3 ( ðð£ ð¹ð¦ð ) 2 ï· The term fv is the St. Venant torsional shear stress in the flange due to factored loads at the section under consideration. However, in accordance with Article C6.11.2.3, if the provisions of Article 6.11.2.3 are satisfied, shear due to St. Venant torsion and secondary distortional bending stress effects may be neglected if the width of the tub flange does not exceed one-fifth the effective span defined in Article 6.11.1.1. For continuous spans, the effective span length is to be taken as the distance between points of permanent load contraflexure, or between a simple support and a point of permanent load contraflexure, as applicable. Since the above conditions were satisfied, fv=0 in this case. Table 68: Bottom Flange Constructability Check - Positive Bending Bottom Flange Constructability Checks (6.11.3.2) fv 0.000 ksi Î 1.000 fbu 4.558 ksi Rh*Fyf*Î 50.000 ksi OK ï· The service limit state was then checked for positive moment. Article 6.11.4 directs the Engineer to Article 6.10.4, which contains provisions related to the control of elastic and permanent deformations at the Service Limit State. For the sake of brevity, only the calculations pertaining to permanent deformations will be presented for this example. ï· Article 6.10.4.2 contains criteria intended to control permanent deformations that would impair rideability. As specified in Article 6.10.4.2.1, these checks are to be made under the SERVICE II load combination. ï· Article 6.10.4.2.2 requires that, flanges of composite sections must satisfy AASHTO Equations 6.10.4.2.2-1 and 6.10.4.2.2-2. Top Flange: ðð ⤠0.95ð âð¹ð¦ð Bottom Flange: ðð + ðð 2 ⤠0.95ð âð¹ð¦ð ï· The term ff is the flange stress at the section under consideration due to the SERVICE II loads calculated without consideration of flange lateral bending. The f term, the flange lateral bending stress, in Eq. (6.10.4.2.2-2) shall be taken equal to zero, in accordance with Article 6.11.4. A resistance factor is not included in these equations because Article 1.3.2.1 specifies that the resistance factor be taken equal to 1.0 at the service limit state.
F-56 ï· With the exception of composite sections in positive flexure in which the web satisfies the requirement of Articles 6.11.2.1.2 and 6.10.2.1.1 (D/tw â¤150), web bend-buckling of all sections under the SERVICE II load combination is to be checked as follows: ðð ⤠ð¹ððð¤ ï· The term fc is the compression-flange stress at the section under consideration due to the SERVICE II loads calculated without consideration of flange lateral bending, and Fcrw is the nominal elastic bend-buckling resistance for webs determined as specified in Article 6.10.1.9. Because the girder under consideration is a composite section subject to positive flexure satisfying Article 6.11.2.1.2, Eq. (6.10.4.2.2-4) need not be checked. An explanation as to why these particular sections are exempt from the above web bend-buckling check is given in Article C6.10.1.9.1. ï· It should be noted that in accordance with Article 6.11.4 redistribution of negative moment due to the Service II loads at the interior-pier sections in continuous span flexural members using the procedures specified in Appendix B shall not apply to tub girder sections. The applicability of the Appendix B provisions to tub girder sections has not been demonstrated; hence the procedures are not permitted for the design of tub girder sections. Table 69: Service Limit State Check - Positive Bending Service Limit State Check - Positive Bending Top Flange 0.95*Rh*Fyf 47.5 ksi ff 5.538 ksi OK Ratio 0.1166 Bottom Flange fl 0 ksi ff+(1/2)*fl 7.452 ksi OK Ratio 0.1569 ï· Determine if the girder under consideration qualifies as a compact section. According to Article 6.11.6.2.2, composite sections in positive flexure qualify as compact when: 1) The specified minimum yield strengths of the flanges and web do not exceed 70 ksi 2) The web satisfies the requirement of Article 6.11.2.1.2 such that longitudinal stiffeners are not required (i.e. D/tw _150) 3) The section is part of a bridge that satisfies the requirements of Article 6.11.2.3 (Special Restrictions for use of live load distribution factors) 4) The tub flange (bottom flange) is fully effective as specified in Article 6.11.1.1
F-57 (i.e. bottom flange bf less than one-fifth effective span) 5) The section satisfies the following web-slenderness limit: 2ð·ðð ð¡ð¤ ⤠3.76â ð¸ ð¹ð¦ð Table 70: Compactness Check - Positive Bending Check Compactness in Composite Condition (Output is 1 for Yes, 0 for No) Is the yield stress of the compression flange less than 70ksi? 1 Is the yield stress of the tension flange less than 70ksi? 1 Is 2Dcp/tw less than or equal to 3.76âE/Fy? 1 Is D/tw less than or equal to 150? 1 Is the girder straight (not curved)? 1 Does section meet all compactness criteria? Yes ï· At the strength limit state, compact composite sections in positive flexure must satisfy the provisions of Article 6.11.7.1. ï· The nominal flexural resistance of the section shall be taken as specified in Article 6.10.7.1.2, except that for continuous spans, the nominal flexural resistance shall always be subject to the limitation of Eq. (6.10.7.1.2-3). According to the provisions of Article 6.10.7.1.2, the nominal flexural resistance of compact composite sections in positive flexure is determined as follows: ðð = ðð ð¤âðð ð·ð ⤠0.1ð·ð¡ ðð = ðð (1.07 â 0.7 ð·ð ð·ð¡ ) ððð ððð ðð¡âðð ððð ðð ï· In continuous spans, the nominal flexural resistance of the section is also limited to the following: ðð ⤠1.3ð âðð¦
F-58 ï· Thus: Table 71: Plastic Dimensions - Positive Bending Plastic Dimensions (Composite) Distance from Top of Deck to PNA, Dp (in.) 12.281 Total Depth of Composite Section, Dt (in.) 62.000 Depth of Web in Comp. at Plastic Moment, Dcp (in.) 0.000 Depth of Web in Comp. in Elastic Range, Dc (in.) 29.974 Table 72: Nominal Moment Capacity - Compact Sections (Positive Bending) Nominal Moment Capacity - Compact Sections (6.10.7.1) Ratio of Dp/Dt 0.198 Mn if Dp/Dt <= 0.1 N/A Mn if Dp/Dt > 0.1 7531.24 Table 73: Flexural Capacity - Positive Bending Check Flexural Capacity - Positive Bending Mn 7531.24 ft-k Mu 2805.92 ft-k OK Ratio 0.3726 Check Flexure and Constructability â Negative Bending ï· The bottom flange, in regions of negative flexure, shall satisfy the requirements of Eqs. 6.11.3.2-1 and 6.11.3.2-2 for critical stages of construction. Generally these provisions will not control because the size of the bottom flange in negative flexure regions is normally governed by the Strength Limit State. In regard to construction loads, the maximum negative moment reached during the deck-placement analysis, plus the moment due to the self-weight, typically do not differ significantly from the calculated DC1 negative moments assuming a single stage deck pour. ï· The deck pour sequence and the application of wind loads are not considered in this example. It is assumed for this design that the application of the concrete deck occurs all at once for the purpose of the constructability checks.
F-59 Table 74: Check Flange Stress - Negative Bending Check Flange Stresses - Negative Bending fbu (DC1) (top flange) 11.037 ksi fbu (DC1) (bottom flange) -7.278 ksi fbu (CLL) (top flange) 1.253 ksi fbu (CLL) (bottom flange) -0.826 ksi fbu (top flange) 12.289 ksi fbu (bottom flange) -8.104 ksi ï· For the flexural resistance of unstiffened flanges in compression, calculate the nominal flexural resistance of the bottom flange in compression, Fnc, in accordance with Article 6.11.8.2. In computing Fnc for constructability, the web load-shedding factor, Rb, shall be taken as 1.0. Table 75: Constructability Check - Negative Bending Constructability Checks - Negative Bending fbu+flat (6.10.3.2.2-1) 15.989 ksi OK Ratio 0.3198 Bottom Flange - Unstiffened Flange (6.11.8.2.2) λf 36.000 k 4.000 ks 5.340 fv 0.000 Î 1.000 λp 27.455 Fyr 35.000 ksi λr 54.691 Fcb 45.294 ksi 1.12â(E*ks)/Fyc 62.331 1.40â(E*ks)/Fyc 77.913 Fcv 29.000 ksi Fnc 45.294 ksi OK Ratio 0.179 ï· The web bend-buckling resistance shall be compared with the maximum compressive stress in the bottom flange. Determine the nominal elastic web bend-buckling resistance over the girder over the pier according to the provisions of Article 6.10.1.9.1.
F-60 Table 76: Web Bend-Buckling Resistance - Negative Bending Web Bend-Buckling Resistance - Negative Bending (6.10.1.9.1) Dc 19.503 in k 57.922 Fcr 154.388 ksi Fcr USE 50.000 ksi OK fbu -8.104 ksi ï· In checking the strength limit state of composite sections in negative flexure, Article 6.11.6.2.3 directs the Engineer to Article 6.11.8. Furthermore, Article 6.11.6.2.3 states the provisions of Appendix A shall not apply, nor is redistribution of negative moment per Appendix B. ï· At the strength limit state, tub flanges (bottom flanges) in compression shall satisfy: ððð¢ ⤠ððð¹ðð ï· At the Strength Limit State, the top flanges in tension continuously braced by the deck, shall satisfy: ððð¢ ⤠ððð¹ðð¡ ï· Determine the nominal flexural resistance of the bottom flange in compression, Fnc, in accordance with Article 6.11.8.2. ï· The results of the aforementioned process are shown below: Table 77: Strength Limit State Check - Negative Bending Strength Limit State - Negative Bending fbu (top flange) 13.899 ksi fbu (bot. flange) -15.928 ksi Dc 26.720 in 2Dc/tw 106.880 λrw 137.274 Rb 1.000 awc 0.6598 Fnc 45.294 ksi OK Fnt 50.000 ksi OK ï· Thus, the negative bending region criteria were satisfied.
F-61 Table 38: Shear Capacity Calculation Shear Capacity Fyw 50 ksi D 48 in Tw 0.5 in C 0.4940 6.10.9.3.2-6 ð 14.05 deg cos ð 0.9701 ðð¢ = Vp 696.0 kip ðð¢ð = ðð¢/ cos ð 717.5 kip Vn = Vcr = CVui 354.4 kip ï· For box girders with inclined webs, the ultimate inclined shear, Vui, duse to the factored loads is taken as Eqn. (6.11.9-1): ðð¢ð = ðð¢/ cos ð ï· Where: Vu = vertical shear due to the factored loads on one inclined web (kip) θ = the angle of inclination of the web plate to the vertical (degrees) ï· 6.11.9 notes that for multiple box girder bridges that satisfy the requirements of Article 6.11.2.3, shear resistance shall be checked according to Article 6.10.9 ï· For unstiffened webs, 6.10.9.2 is used to determine the nominal resistance to shear ï· The nominal shear resistance of unstiffened webs shall be taken as Eqn. (6.10.9.2-1): ðð = ððð = ð¶ðð ï· In which Eqn. (6.10.9.2-2): ðð = 0.58ð¹ð¦ð¤ð·ð¡ð¤ ï· Where: C = ratio of shear buckling resistance to shear yield strength determined by Eqs. 6.10.9.3.2-4, 6.10.9.3.2-5, or 6.10.9.3.2-6 as applicable, with shear-buckling coefficient, k, taken equal to 5.0 Vcr = shear buckling resistance (kip) Vn = nominal shear resistance (kip) Vp = plastic shear force (kip)
F-62
F-63 NCHRP 12-103 Two-Span Continuous Open Steel Bridge Design Summary Jake DeWitt5 General
F-64 ï· This document outlines the procedures and methods used to model, analyze, evaluate, and design a two-span continuous open steel bridge in accordance with the AASHTO LRFD Bridge Design Specifications (2014). Other design aids include Practical Steel Tub Girder Design by Colleti, Fan, Holt, and Vogel (2005); and Design Example 4: Three-Span Continuous Straight Composite Steel Tub Girder Bridge published by the FHWA and completed by HDR Engineering in November of 2012. Limit States to be Satisfied: ï· Strength I ï· Service II ï· Any additional limit states, as required Design Parameters ï· Span length - Typical span lengths for tub girder bridges range from 150 feet to 500 feet. - Since the model used for NCHRP 12-103 determined that shorter spans control design of tub girder bridges, a practical minimum span length of 150 feet is recommended. - For the design of this two-span continuous bridge each span equals 60 feet. ï· Width - The width of the bridge is determined based on the number and width of traffic lanes provided, the width of shoulders, and width of other features, such as pedestrian sidewalks, bicycle lanes, or observation overhangs. - The bridge cross-section consists of two trapezoidal tub girders with top flanges spaced at 11.5 ft. on center, 12.0 ft. between the centerline of adjacent top tub flanges, and 4.0 ft. overhangs for a deck width of 43.0 ft., out-to-out. ï· Skew - Skew is not considered in this design, but may be investigated in future work. ï· Depth - The minimum recommended depth of tub girders is 5 ft., or L/25. For this design, the depth of the section equals 150â/25 = 5 ft. 5 Masterâs student at the University of Delaware
F-65 ï· Width and Thickness of Overhang - If empirical live load distribution factors are to be employed, the final cross- section must meet the requirements of Article 6.11.2.3, which states that the deck overhang should not exceed 60 percent of the distance between centers of the top flanges of adjacent tub girders, or 6.0 feet. Also, the distance center-to-center of adjacent tub girders shall not be greater than 120 percent, nor less than 80 percent, of the top flange center-to-center distance of a single tub girder. - The deck overhangs are 33 percent of the adjacent tub girder spacing. ï· Deck Parapets - Deck parapets are each assumed to weigh 520 pounds per linear foot, and rest on the outer edge of the roadway, parallel to the direction of traffic. ï· Web Thickness - The webs of the girders were proportioned such that no longitudinal stiffeners were required, based on AASHTO Eq. 6.11.2.1.2-1: ð· ð¡ð¤ ⤠150 ï· Top Flange Width - The minimum width of the top flange was determined by AASHTO Eq. 6.11.2.2-2: ðð ⥠ð· 6 - However, Article C6.10.3.4 suggested additional criteria to determine flange width, where L is the length of the girder: ðð ⥠ð¿ 85 ï· Flange Thickness - The minimum flange thickness guideline adheres to AASHTO Eq. 6.11.2.2-3: ð¡ð ⥠1.1ð¡ð¤ - However, AASHTO/NSBA Steel Bridge Collaboration Guidelines for Design and Constructibility recommend a minimum flange thickness of 0.75 inches to enhance girder stability during handling and erection.
F-66 - The top flange must also satisfy AASHTO Eq. 6.11.2.2-1: ðð 2ð¡ð ⤠12.0 ï· Deck Thickness - The total thickness of the cast-in-place concrete deck is 9.5 inches, including a 0.5-inch thick integral wearing surface. ï· Concrete Deck Haunches - The concrete deck haunch is 3.5 inches deep measured from the top of the web to the bottom of the deck. The width of the deck haunch is assumed to be 18.0 inches. ï· The steel cross-section properties are summarized in the table below: Table 78: Steel Cross-Section Properties Girder Top Flange bf (in.) 18.000 tf (in.) 1.000 Fyc (ksi) 50.000 Web D (in.) 60.000 tw (in.) 0.6250 Fyw (ksi) 50.000 Bottom Flange bf (in.) 102.000 tf (in.) 1.000 Fyt (ksi) 50.000 Hybrid Girder Factor Rh 1.000 Steel Modulus Es (ksi) 29000.000 S (Ratio of Vertical to Horizontal) 4 Length of Inclined Web (in.) 61.85 Horizontal Between Flanges (in.) 15.000 ï· The slab and haunch properties are summarized in the table below: Table 79: Slab and Haunch Properties Slab Structural Thickness (in.) 9.000 wc (lb/ft3) 150.000 f'c (ksi) 4.000 Ec (ksi) 3834.254 Haunch Thickness of Haunch (in.) 3.500
F-67 ï· The section properties for the non-composite, n composite, and 3n composite sections are tabulated below: Table 80: Section Properties for Non-composite, Short-term Composite, and Long-term Composite Sections Component I_x (in.^4) S_top (in.^3) S_bottom (in.^3) Girder Only 132758.153 3290.215 6131.843 Composite n 573062.553 31202.32 8422.56 Composite 3n 283070.853 11027.62 7791.50 ï· Additionally, the moment of inertia of each inclined web was determined: Table 81: Moment of Inertia of Inclined Web Moment of Inertia of Inclined Web Iow 11596.23 in.4 ï· The bridge properties are summarized in the table below: Table 82: Bridge Properties Bridge Properties Number of Girders 2 Top Flange Spacing 11.50 ft Adjacent Flange Spacing 12.00 ft Overhang Length 4.00 ft Roadway Width 40.00 ft Barrier Width 1.50 ft Out-to-out Width 43.00 ft Deck Thickness 9.00 in FWS Thickness 0.50 in Total Deck Thickness 9.50 in Haunch Thickness 3.50 in Haunch Width 18.00 in
F-68 ï· The weight of bridge components is tabulated below: Table 83: Weight of Bridge Components Weight of Components Weight of Parapets 0.520 klf Weight of FWS 0.025 ksf Weight of Conc. Deck 0.150 kcf Weight of SIP Forms 0.015 kcf Weight of Steel 0.490 kcf Weight of Cross Frames & Details 0.110 k/ft Select Resistance Factors â Strength I Limit State ï· Applicable resistance factors were determined using AASHTO Article 6.5.4.2. Select Load Modifiers ï· The applicable load modification factors were determined based on the guidelines of AASHTO Articles 1.3.3 through 1.3.5. Table 7 displays the modification factors used in this design. Table 84: Load Modification Factors Modification Factors Ductility 1.0 Redundancy 1.0 Operational Importance 1.0 Select Applicable Load Combinations and Load Factors ï· The applicable load combinations and load factors were determined using AASHTO Table 3.4.1-1 and 3.4.1-2. ï· Î³DC = 1.25 ï· Î³DW = 1.50 ï· Î³LL = 1.75 ðð¢ = ð¾ð·ð¶ðð·ð¶ + ð¾ð·ððð·ð + ð¾ð¿ð¿ðð¿ð¿ ðð¢ = ð¾ð·ð¶ðð·ð¶ + ð¾ð·ððð·ð + ð¾ð¿ð¿ðð¿ð¿ Calculate Force Effects ï· For the previously defined cross-section, IES Visual Analysis software determined magnitude and location of the unfactored moments. The dead loads, construction live load, and results from the HL-93 vehicular design load are shown below.
F-69 Table 85: Dead Loads Dead Loads DC1 Deck 5.106 k/ft Overhang Tapers 0.163 k/ft Haunches 0.197 k/ft Stay-in-Place Forms 0.458 k/ft Girder Self-Weight 0.942 k/ft Cross Frames & Details 0.110 k/ft DC1 Total (per Two Girders) 6.975 k/ft DC1 Load (per One Girder) 3.488 k/ft DC2 Barrier 1.040 k/ft DC2 per One Girder 0.520 k/ft DW FWS 1.000 k/ft DW per One Girder 0.500 k/ft Table 86: Construction Live Loads Live Load CLL Construction LL 0.430 k/ft Construction LL per Girder 0.215 k/ft Table 87: Unfactored Dead Load Moments Dead Load DC1 Moment 60 ft 882.70 ft-k Moment 150 ft -1570.00 ft-k Moment 240 ft -882.70 ft-k Shear 150 ft 130.80 k Shear 150 ft -130.80 k DC2 Moment 60 ft 131.60 ft-k Moment 150 ft -234.00 ft-k Moment 240 ft -131.60 ft-k Shear 150 ft 19.50 k Shear 150 ft -19.50 k DW Moment 60 ft 126.50 ft-k Moment 150 ft -225.00 ft-k Moment 240 ft -126.50 ft-k Shear 150 ft 18.75 k Shear 150 ft -18.75 k
F-70 Table 88: Unfactored Live Load Shear and Moment Effects Shear and Moment Effects from Visual Analysis HL-93 Design Truck (Short) Load Type Location Magnitude Units Moment 60 ft 640.30 ft-k Moment 150 ft -373.30 ft-k Moment 240 ft -640.30 ft-k Shear 150 ft 63.77 k Shear 150 ft -63.77 k HL-93 Design Truck (Long) Moment 60 ft 476.20 ft-k Moment 150 ft -359.10 ft-k Moment 240 ft -476.20 ft-k Shear 150 ft 51.47 k Shear 150 ft -51.47 k HL-93 Dual Truck Moment 60 ft 718.00 ft-k Moment 150 ft -754.50 ft-k Moment 240 ft -718.00 ft-k Shear 150 ft 80.12 k Shear 150 ft -80.12 k HL-93 Design Tandem Moment 60 ft 795.10 ft-k Moment 150 ft -574.80 ft-k Moment 240 ft -795.10 ft-k Shear 150 ft 73.02 k Shear 150 ft -73.02 k ï· The maximum live load moment and shear effects, including dynamic load allowance and impact factor as applicable, are shown. IES Visual Analysis applied the HL-93 Design Load to the model (Design Truck, Design Tandem, Dual Truck, and Design Lane) such that the maximum effects were produced. Live Load Distribution Factors ï· Live loads are distributed to individual girders according to the approximate methods specified in AASHTO 4.6.2.2. The number of lanes, NL, was assumed to equal two.
F-71 Table 89: Distribution Factors Distribution Factors DF, 2 Lanes (Strength/Service) 1.113 Lanes DF, 1 Lane (Fatigue) 0.900 Lanes LL+IM (Strength) 1.33 IM (Fatigue) 1.15 Effective Width of Concrete Deck ï· As specified in Article 6.10.1.1.1e, the effective flange width is to be determined as specified in Article 4.6.2.6. The individual webs of the tub girder must be initially considered separately since one web is an exterior web and the other is an interior web. According to Article 4.6.2.6, for an exterior web, the effective flange width may be taken as one-half the effective width of the adjacent interior girder, plus the full width of the overhang. Table 90: Effective Width of Concrete Deck Effective Width of Concrete Deck beff. int. web 141.00 in. beff. ext. web 117.00 in. beff. girder 258.00 in. Investigate Service Limit State ï· The factored service force effects were not directly calculated, but were investigated in the design of the post-tensioning, deck, and overhang. Investigate Strength Limit State ï· The factored moments used to check the Strength I Limit State are displayed in Table 14. Table 91: Factored Moments - Strength I Limit State Factored Moments - Strength I M+ (0.4 Span 1) 3,309 ft-k M- (Pier) -4,349 ft-k M+ (0.6 Span 2) -3,309 ft-k Check Flexure and Constructability â Positive Bending ï· The area of the concrete haunch was neglected in the calculation of girder section properties, but the height of the concrete haunch was considered. ï· The unbraced length was assumed to be 0.25L = 15 ft. Conventional mild deck reinforcement, diaphragms, and stiffeners were not considered in this design.
F-72 ï· The plastic moment capacity of the girder was determined using AASHTO Article D6.1. The plastic neutral axis was calculated to be in the web. Thus, Case I in Table D6.1-1 was used to determine the plastic moment capacity and location of the plastic neutral axis. Table 92: Component Forces - Positive Bending Component Forces & Details â Positive Bending Top Flange, Pc (kips) 1800.000 Web, Pw (kips) 3865.412 Bottom Flange, Pt (kips) 5100.000 Slab, Ps (kips) 7894.800 Top Reinf., Prt (kips) 0.000 Bottom Reinf., Prb (kips) 0.000 Table 93: Location of Component Forces - Positive Bending Location of Component Forces â Positive Bending Ps (from PNA, in.) 7.797 Pt (from PNA, in.) 60.703 Pw (from PNA, in.) 30.203 Pc (from PNA, in.) 1.297 Table 94: Plastic Moment Capacity - Positive Bending Plastic Moment Capacity 494679.52 k-in 41223.29 k-ft ï· In composite bending, it was necessary to determine MAD, which is the additional moment that must be applied to the short-term composite section to cause nominal yielding in either steel flange, as per AASHTO Eq. D6.2.2-1: ð¹ð¦ = ðð·1 ððð¶ + ðð·2 ðð¿ð + ðð´ð· ððð ï· The yield moment of the composite section in positive bending was determined using AASHTO Eq. D6.2.2-2: ðð¦ = ðð·1 + ðð·2 + ðð´ð· ï· Similarly, MAD and the yield moment of the composite section in negative bending were determined using AASHTO Eq. D6.2.2-1 and D6.2.2-2 with SLT
F-73 and SST representing the steel section only, neglecting the strength contribution of the concrete slab. These calculations were facilitated using the Data > What If > Goal Seek function in Microsoft Excel. The factored MD1, MD2, and MLL+IM and Goal Seek results are tabulated below. Table 95: Factored Loadings Loadings MD1 (in-k) Positive Bending 13240.500 Negative Bending -23550.000 MD2 (in-k) Positive Bending 4251.000 Negative Bending -7560.000 MLL+IM (in-k) Positive Bending 1850.595 Negative Bending -1756.099 Yield Strength (ksi) for Goal Seek 50 MAD (Positive Bending) Calc. MAD (k-in) (Goal Seek) 398345.967 MAD (k-ft) 33195.497 Yield Strength (ksi) for Goal Seek 50 MAD (Negative Bending) Calc. MAD (k-in) (Goal Seek) -133400.743 MAD (k-ft) -11116.729 ï· The yield moment of the composite section in positive bending is shown below. Also, Myt in negative bending was taken about the tension flange since mild steel reinforcement was not considered. Table 96: Yield Moments Yield Moment (0.4L) - Positive Bending My 34653.12 ft-k Yield Moment (1.0L) - Negative Bending My -13709.23 ft-k Girder Constructability Check â Positive Moment Region ï· Article 6.11.3 directs the engineer to Article 6.10.3 for the constructability checks of tub girders. For critical stages of construction, the provisions of Articles 6.10.3.2.1 through 6.10.3.2.3 shall be applied to the top flanges of the tub girder. The non-composite bottom tub flange in compression or tension shall satisfy requirements specified in Article 6.11.3.2 ï· Calculate the maximum flexural stresses in the flanges of the steel section due to the factored loads resulting from the application of steel self-weight and the assumed full deck-placement (DC1). As specified in Article 6.10.1.6, for design checks where the flexural resistance is based on lateral torsional buckling, fbu is to be determined as the largest value of the compressive
F-74 stress throughout the unbraced length in the flange under consideration, calculated without consideration of flange lateral bending. For design checks where the flexural resistance is based on yielding, flange local buckling or web bend buckling, fbu may be determined as the stress at the section under consideration. The brace points were assumed to be located at intervals of 0.25L=15 ft., as previously stated. ï· In addition to the applied steel, permanent metal deck forms, and concrete self-weight loads, it is pertinent to assume a construction live loading (CLL) on the structure during placement of the concrete deck, as discussed in the load calculations section. In the STRENGTH I load combination; a load factor of 1.5 is applied to all construction loads, in accordance with Article 3.4.2. Table 97: Check Flange Stress - Positive Bending Check Flange Stresses - Positive Bending fbu (DC1) (top flange) -4.024 ksi fbu (DC1) (bottom flange) 2.159 ksi fbu (CLL) (top flange) -0.298 ksi fbu (CLL) (bottom flange) 0.160 ksi fbu (top flange) -4.322 ksi fbu (bottom flange) 2.319 ksi ï· The change in the horizontal component of the web shear in the inclined web along the span acts as a lateral force in the flanges of the tub girder. Under initial non-composite dead load DC1, the lateral force due to shear is assumed to be distributed to the top flanges of the open tub girder. To simplify the calculations for this example, it will conservatively be assumed that the entire DC1 horizontal component of web shear is applied to the top flanges. The change in vertical shear force, equal to the lateral load on the top flanges, is constant and is equal to the change in DC1 shear force in the girder measured at adjacent supports divided by the span length. Table 98: Top Flange Lateral Bending due to Web Shear Top Flange Lateral Bending due to Horizontal Component of Web Shear Change in DC1 Girder Shear over Span 1.744 k/ft Horizontal Component of Web Shear per Top Flange 0.218 k/ft MLAT (assuming bracing at 0.1L) 4.088 k-ft Section Modulus of Top Flange 54.000 in.3 fLAT 1.135 ksi ï· The top flange lateral bending due to overhang loads was also considered. Although the brackets are typically spaced at 3 to 4 feet along the exterior girder, all bracket loads except for the finishing machine load are assumed to be applied uniformly. For this example, the bracket is assumed to extend
F-75 near the edge of the deck overhang. Therefore it is assumed that half the deck overhang weight is placed on the exterior girder web and half the weight is placed on the overhang brackets. Conservatively, one-half the deck haunch weight was included in the total overhang weight. ï· Construction loads, or dead loads and temporary loads that act on the overhang only during construction, were assumed as follows. Table 99: Top Flange Lateral Bending due to Deck Overhang Loads Top Flange Lateral Bending due to Deck Overhang Loads Deck Overhang Weight 286.328 lb/ft Overhang Deck Forms 40.000 lb/ft Screed Rail 85.000 lb/ft Railing 25.000 lb/ft Walkway 125.000 lb/ft Finishing Machine 3000.000 lb FLAT/P 1.050 Strength I - Dead Loads P 774.805 lb/ft FLAT 813.545 lb/ft MLAT 15.254 k-ft Finishing Machine P 4500.000 lb FLAT 4725.000 lb MLAT 8.859 ft-k fLAT (top flange) 1.969 ksi Deck Overhang Total 3.104 ksi ï· Top flange lateral bending amplification was also considered in this design. As specified in Article 6.10.1.6, for design checks where the flexural resistance is based on lateral torsional buckling, the stress, f , is to be determined as the largest value of the stress due to lateral bending throughout the unbraced length in the flange under consideration. For design checks where the flexural resistance is based on yielding or flange local buckling, fl may be determined as the stress at the section under consideration. For simplicity in this example, the largest value of fl within the unbraced length will conservatively be used in all design checks. fl was taken as positive in sign in all resistance equations. AASHTO Article 6.10.1.6 was used to determine the stress.
F-76 Table 100: Top Flange Lateral Bending Amplification Top Flange Lateral Bending Amplification Depth of Web in Compression, Dc 40.560 in. rt 4.287 in. Lp 8.603 ft. Cb (conservative) 1.0 Lb (Assumed) 15.000 ft. Lb (Limit) 6.10.1.6-2 35.111 ft. Fcr 162.316 ksi Amplification Factor, AF 1.000 OK fLAT, including AF 4.240 ksi Stress Limit (6.10.1.6-1) 30.000 ksi ï· Article 6.11.3.2 directs the engineer to the provisions of Article 6.10.3.2 for top flange constructability checks. Article 6.10.3.2.1 requires that discretely braced flanges in compression satisfy the following requirements, except that for slender-web sections, Eq. (6.10.3.2.1-1) need not be checked when fl is equal to zero. ððð¢ + ðð ⤠ððð âð¹ð¦ð ððð¢ + 1 3 ðð ⤠ððð¹ðð ððð¢ ⤠ððð¹ððð¤ ï· Article 6.11.3.2 requires that the non-composite tub flange (bottom flange) in tension satisfy: ððð¢ ⤠ððð âð¹ð¦ð¡Î Table 101: Local Buckling Resistance Check - Positive Bending 2Dc/tw 129.793 NOT SLENDER 5.7â(E/Fyc) 137.274 Top Flange Local Buckling Resistance λf 9.000 λpf 9.152 NONCOMPACT λrf 13.487 Fyr 35.000 ksi Fnc 50.525 ksi
F-77 ï· Lateral torsional buckling resistance was also considered, as per AASHTO Article 6.10.8.2.3. Table 102: Lateral Torsional Buckling Resistance - Positive Bending Top Flange Lateral Torsional Buckling Resistance (6.10.8.2.3) Lr 32.303 ft. Fnc (6.10.8.2.3) 45.951 ksi Rh*Rb*Fyc 50.000 ksi Fnc 45.951 ksi Fnc (governing) 45.951 ksi ï· Web bend-buckling resistance was also considered, as per AASHTO Article 6.10.1.9.1. Table 103: Web Bend-Buckling Resistance - Positive Bending Web Bend Buckling Resistance (6.10.1.9) k 20.925 Fcrw 55.775 ksi Fcrw Limit 50.000 ksi Fcrw USE 50.000 ksi ï· Since all the criteria were determined, the top flange constructability checks were made according to AASHTO Article 6.10.3.2.1: Table 104: Top Flange Constructability Check - Positive Bending Constructability Checks - Positive Bending Top Flange Constructability Checks (6.10.3.2.1) fbu+fLAT (6.10.3.2.1-1) 7.427 ksi OK Ratio 0.1485 fbu+(1/3)*fLAT (6.10.3.2.1-2) 5.357 ksi OK Ratio 0.1166 fbu < Fcrw 4.322 ksi OK Ratio 0.3811 ï· Non-composite tub flanges (bottom flanges) in tension, must satisfy AASHTO Eq. 6.11.3.2-3: ððð¢ ⤠ððð âð¹ð¦ðÎ
F-78 Î = â1 â 3 ( ðð£ ð¹ð¦ð ) 2 ï· The term fv is the St. Venant torsional shear stress in the flange due to factored loads at the section under consideration. However, in accordance with Article C6.11.2.3, if the provisions of Article 6.11.2.3 are satisfied, shear due to St. Venant torsion and secondary distortional bending stress effects may be neglected if the width of the tub flange does not exceed one-fifth the effective span defined in Article 6.11.1.1. For continuous spans, the effective span length is to be taken as the distance between points of permanent load contraflexure, or between a simple support and a point of permanent load contraflexure, as applicable. Since the above conditions were satisfied, fv=0 in this case. Table 105: Bottom Flange Constructability Check - Positive Bending Bottom Flange Constructability Checks (6.11.3.2) fv 0.0 ksi Î 1.0 fbu 2.319 ksi Rh*Fyf*Î 50 ksi OK ï· The service limit state was then checked for positive moment. Article 6.11.4 directs the Engineer to Article 6.10.4, which contains provisions related to the control of elastic and permanent deformations at the Service Limit State. For the sake of brevity, only the calculations pertaining to permanent deformations will be presented for this example. ï· Article 6.10.4.2 contains criteria intended to control permanent deformations that would impair rideability. As specified in Article 6.10.4.2.1, these checks are to be made under the SERVICE II load combination. ï· Article 6.10.4.2.2 requires that, flanges of composite sections must satisfy AASHTO Equations 6.10.4.2.2-1 and 6.10.4.2.2-2. Top Flange: ðð ⤠0.95ð âð¹ð¦ð Bottom Flange: ðð + ðð 2 ⤠0.95ð âð¹ð¦ð ï· The term ff is the flange stress at the section under consideration due to the SERVICE II loads calculated without consideration of flange lateral bending. The f term, the flange lateral bending stress, in Eq. (6.10.4.2.2-2) shall be taken equal to zero, in accordance with Article 6.11.4. A resistance factor is not included in these equations because Article 1.3.2.1 specifies that the resistance factor be taken equal to 1.0 at the service limit state.
F-79 ï· With the exception of composite sections in positive flexure in which the web satisfies the requirement of Articles 6.11.2.1.2 and 6.10.2.1.1 (D/tw â¤150), web bend-buckling of all sections under the SERVICE II load combination is to be checked as follows: ðð ⤠ð¹ððð¤ ï· The term fc is the compression-flange stress at the section under consideration due to the SERVICE II loads calculated without consideration of flange lateral bending, and Fcrw is the nominal elastic bend-buckling resistance for webs determined as specified in Article 6.10.1.9. Because Section 2-2 is a composite section subject to positive flexure satisfying Article 6.11.2.1.2, Eq. (6.10.4.2.2-4) need not be checked. An explanation as to why these particular sections are exempt from the above web bend-buckling check is given in Article C6.10.1.9.1. ï· It should be noted that in accordance with Article 6.11.4 redistribution of negative moment due to the Service II loads at the interior-pier sections in continuous span flexural members using the procedures specified in Appendix B shall not apply to tub girder sections. The applicability of the Appendix B provisions to tub girder sections has not been demonstrated; hence the procedures are not permitted for the design of tub girder sections. Table 106: Service Limit State Check - Positive Bending Service Limit State Check - Positive Bending Top Flange 0.95*Rh*Fyf 47.5 ksi ff 3.907 ksi OK Ratio 0.0823 Bottom Flange fl 0 ksi ff+(1/2)*fl 3.632 ksi OK Ratio 0.0765 ï· Determine if Section 2-2 qualifies as a compact section. According to Article 6.11.6.2.2, composite sections in positive flexure qualify as compact when: 6) The specified minimum yield strengths of the flanges and web do not exceed 70 ksi 7) The web satisfies the requirement of Article 6.11.2.1.2 such that longitudinal stiffeners are not required (i.e. D/tw _150) 8) The section is part of a bridge that satisfies the requirements of Article 6.11.2.3 (Special Restrictions for use of live load distribution factors) 9) The tub flange (bottom flange) is fully effective as specified in Article 6.11.1.1 (i.e. bottom flange bf less than one-fifth effective span)
F-80 10) The section satisfies the following web-slenderness limit: 2ð·ðð ð¡ð¤ ⤠3.76â ð¸ ð¹ð¦ð Table 107: Compactness Check - Positive Bending Check Compactness in Composite Condition (Output is 1 for Yes, 0 for No) Is the yield stress of the compression flange less than 70ksi? 1 Is the yield stress of the tension flange less than 70ksi? 1 Is 2Dcp/tw less than or equal to 3.76âE/Fy? 1 Is D/tw less than or equal to 150? 1 Is the girder straight (not curved)? 1 Does section meet all compactness criteria? Yes ï· At the strength limit state, compact composite sections in positive flexure must satisfy the provisions of Article 6.11.7.1. ï· The nominal flexural resistance of the section shall be taken as specified in Article 6.10.7.1.2, except that for continuous spans, the nominal flexural resistance shall always be subject to the limitation of Eq. (6.10.7.1.2-3). According to the provisions of Article 6.10.7.1.2, the nominal flexural resistance of compact composite sections in positive flexure is determined as follows: ðð = ðð ð¤âðð ð·ð ⤠0.1ð·ð¡ ðð = ðð (1.07 â 0.7 ð·ð ð·ð¡ ) ððð ððð ðð¡âðð ððð ðð ï· In continuous spans, the nominal flexural resistance of the section is also limited to the following: ðð ⤠1.3ð âðð¦
F-81 ï· Thus: Table 108: Plastic Dimensions - Positive Bending Plastic Dimensions (Composite) Distance from Top of Deck to PNA, Dp (in.) 12.797 Total Depth of Composite Section, Dt (in.) 74.500 Depth of Web in Comp. at Plastic Moment, Dcp (in.) 0.000 Depth of Web in Comp. in Elastic Range, Dc (in.) 40.560 Table 109: Nominal Moment Capacity - Compact Sections (Positive Bending) Nominal Moment Capacity - Compact Sections (6.10.7.1) Ratio of Dp/Dt 0.172 Mn if Dp/Dt <= 0.1 N/A Mn if Dp/Dt > 0.1 17822.00 Table 110: Flexural Capacity - Positive Bending Check Flexural Capacity - Positive Bending Mn 17822.00 ft-k Mu 3308.22 ft-k OK Ratio 0.1856 Check Flexure and Constructability â Negative Bending ï· The bottom flange, in regions of negative flexure, shall satisfy the requirements of Eqs. 6.11.3.2-1 and 6.11.3.2-2 for critical stages of construction. Generally these provisions will not control because the size of the bottom flange in negative flexure regions is normally governed by the Strength Limit State. In regard to construction loads, the maximum negative moment reached during the deck-placement analysis, plus the moment due to the self-weight, typically do not differ significantly from the calculated DC1 negative moments assuming a single stage deck pour. ï· The deck pour sequence and the application of wind loads are not considered in this example. It is assumed for this design that the application of the concrete deck occurs all at once for the purpose of the constructability checks.
F-82 Table 111: Check Flange Stress - Negative Bending Check Flange Stresses - Negative Bending fbu (DC1) (top flange) 7.158 ksi fbu (DC1) (bottom flange) -3.841 ksi fbu (CLL) (top flange) 0.529 ksi fbu (CLL) (bottom flange) -0.284 ksi fbu (top flange) 7.687 ksi fbu (bottom flange) -4.125 ksi ï· For the flexural resistance of unstiffened flanges in compression, calculate the nominal flexural resistance of the bottom flange in compression, Fnc, in accordance with Article 6.11.8.2. In computing Fnc for constructability, the web load-shedding factor, Rb, shall be taken as 1.0. Table 112: Constructability Check - Negative Bending Constructability Checks - Negative Bending fbu+flat (6.10.3.2.2-1) 10.791 ksi OK Ratio 0.2158 Bottom Flange - Unstiffened Flange (6.11.8.2.2) λf 51.000 k 4.00 ks 5.34 fv 0.0 Î 1.0 λp 27.45483564 Fyr 35 ksi λr 54.6913417 Fcb 37.0329379 ksi 1.12â(E*ks)/Fyc 62.33079239 1.40â(E*ks)/Fyc 77.91349049 Fcv 29 ksi Fnc 37.0329379 ksi OK Ratio 0.111376974 ï· The web bend-buckling resistance shall be compared with the maximum compressive stress in the bottom flange. Determine the nominal elastic web bend-buckling resistance over the girder over the pier according to the provisions of Article 6.10.1.9.1.
F-83 Table 113: Web Bend-Buckling Resistance - Negative Bending Web Bend-Buckling Resistance - Negative Bending (6.10.1.9.1) Dc 21.286 in k 75.976 Fcr 202.511 ksi Fcr USE 50.000 ksi OK fbu -4.125 ksi ï· In checking the strength limit state of composite sections in negative flexure, Article 6.11.6.2.3 directs the Engineer to Article 6.11.8. Furthermore, Article 6.11.6.2.3 states the provisions of Appendix A shall not apply, nor is redistribution of negative moment per Appendix B. ï· At the strength limit state, tub flanges (bottom flanges) in compression shall satisfy: ððð¢ ⤠ððð¹ðð ï· At the Strength Limit State, the top flanges in tension continuously braced by the deck, shall satisfy: ððð¢ ⤠ððð¹ðð¡ ï· Determine the nominal flexural resistance of the bottom flange in compression, Fnc, in accordance with Article 6.11.8.2. ï· The results of the aforementioned process are shown below: Table 114: Strength Limit State Check - Negative Bending Strength Limit State - Negative Bending fbu (top flange) 9.754 ksi fbu (bot. flange) -7.516 ksi Dc 27.099 in 2Dc/tw 86.717 λrw 137.274 Rb 1.0 awc 0.3321 Fnc 37.0329379 ksi OK Fnt 50.000 ksi OK ï· Thus, the negative bending region criteria were satisfied.
F-84 Table 38: Shear Capacity Calculation Shear Capacity Fyw 50 ksi D 60 in Tw 0.625 in C 0.4940 6.10.9.3.2-6 ð 14.05 deg cos ð 0.9701 ðð¢ = Vp 1088 kip ðð¢ð = ðð¢/ cos ð 1122 kip Vn = Vcr = CVui 554.3 kip ï· For box girders with inclined webs, the ultimate inclined shear, Vui, duse to the factored loads is taken as Eqn. (6.11.9-1): ðð¢ð = ðð¢/ cos ð ï· Where: Vu = vertical shear due to the factored loads on one inclined web (kip) θ = the angle of inclination of the web plate to the vertical (degrees) ï· 6.11.9 notes that for multiple box girder bridges that satisfy the requirements of Article 6.11.2.3, shear resistance shall be checked according to Article 6.10.9 ï· For unstiffened webs, 6.10.9.2 is used to determine the nominal resistance to shear ï· The nominal shear resistance of unstiffened webs shall be taken as Eqn. (6.10.9.2-1): ðð = ððð = ð¶ðð ï· In which Eqn. (6.10.9.2-2): ðð = 0.58ð¹ð¦ð¤ð·ð¡ð¤ ï· Where: C = ratio of shear buckling resistance to shear yield strength determined by Eqs. 6.10.9.3.2-4, 6.10.9.3.2-5, or 6.10.9.3.2-6 as applicable, with shear-buckling coefficient, k, taken equal to 5.0 Vcr = shear buckling resistance (kip) Vn = nominal shear resistance (kip) Vp = plastic shear force (kip)
F-85
F-86 NCHRP 12-103 Two-Span Continuous Closed Steel Box Girder Bridge Design Summary Jake DeWitt6 General
F-87 ï· This document outlines the procedures and methods used to model, analyze, evaluate, and design a two-span continuous closed steel box girder bridge in accordance with the AASHTO LRFD Bridge Design Specifications (2014). Other design aids include Practical Steel Tub Girder Design by Colleti, Fan, Holt, and Vogel (2005); and Design Example 4: Three-Span Continuous Straight Composite Steel Tub Girder Bridge published by the FHWA and completed by HDR Engineering in November of 2012. Limit States to be Satisfied: ï· Strength I ï· Service II ï· Any additional limit states, as required Design Parameters ï· Span length - Typical span lengths for closed steel box girder bridges range from 150 feet to 500 feet. - Since the model used for NCHRP 12-103 determined that shorter spans control design of closed steel box girder bridges, a practical minimum span length of 150 feet is recommended. - For the design of this two-span continuous bridge each span equals 60 feet. ï· Width - The width of the bridge is determined based on the number and width of traffic lanes provided, the width of shoulders, and width of other features, such as pedestrian sidewalks, bicycle lanes, or observation overhangs. - The bridge cross-section consists of three rectangular steel girders with top flanges spaced at 16â-6â on center, 14â-6â between the centerline of adjacent webs, and 4â overhangs for a deck width of 43.0â, out-to-out. ï· Skew - Skew is not considered in this design, but may be investigated in future work. ï· Depth - The minimum recommended depth of tub girders is 5 ft., or L/25. For this design, the depth of the section equals 5 ft. ï· Width and Thickness of Overhang - If empirical live load distribution factors are to be employed, the final cross- section must meet the requirements of Article 6.11.2.3, which states that the deck overhang should not exceed 60 percent of the distance between centers 6 Masterâs student at the University of Delaware
F-88 of the top flanges of adjacent box girders, or 6.0 feet. Also, the distance center-to-center of adjacent box girders shall not be greater than 120 percent, nor less than 80 percent, of the top flange center-to-center distance of a single box girder. ï· Deck Parapets - Deck parapets are each assumed to weigh 520 pounds per linear foot, and rest on the outer edge of the roadway, parallel to the direction of traffic. ï· Web Thickness - The webs of the girders were proportioned such that no longitudinal stiffeners were required, based on AASHTO Eq. 6.11.2.1.2-1: ð· ð¡ð¤ ⤠150 ï· Top Flange Width - The minimum width of the top flange was determined by AASHTO Eq. 6.11.2.2-2: ðð ⥠ð· 6 - However, Article C6.10.3.4 suggested additional criteria to determine flange width, where L is the length of the girder: ðð ⥠ð¿ 85 ï· Flange Thickness - The minimum flange thickness guideline adheres to AASHTO Eq. 6.11.2.2-3: ð¡ð ⥠1.1ð¡ð¤ - However, AASHTO/NSBA Steel Bridge Collaboration Guidelines for Design and Constructibility recommend a minimum flange thickness of 0.75 inches to enhance girder stability during handling and erection. - The top flange must also satisfy AASHTO Eq. 6.11.2.2-1: ðð 2ð¡ð ⤠12.0
F-89 ï· Deck Thickness - The total thickness of the cast-in-place concrete deck is 9.5 inches, including a 0.5-inch thick integral wearing surface. ï· Concrete Deck Haunches - The concrete deck haunch is 2 â ½ inches thick. The total haunch thickness, including the top flange, measures 3 â ½ inches. ï· The steel cross-section properties are summarized in the table below: Table 115: Steel Cross-Section Properties Girder Top Flange bf (in.) 24.00 tf (in.) 1.00 Fyc (ksi) 50.00 Web D (in.) 60.00 tw (in.) 0.500 Fyw (ksi) 50.00 Bottom Flange bf (in.) 24.00 tf (in.) 1.00 Fyt (ksi) 50.000 Hybrid Girder Factor Rh 1.000 Steel Modulus Es (ksi) 29000.00 ï· The slab and haunch properties are summarized in the table below: Table 116: Slab and Haunch Properties Slab Structural Thickness (in.) 9.000 wc (lb/ft3) 150.000 f'c (ksi) 4.000 Ec (ksi) 3834.254 Haunch Thickness of Haunch (in.) 3.500 ï· The section properties for the non-composite, n composite, and 3n composite sections are tabulated below: Table 117: Section Properties for Non-composite, Short-term Composite, and Long- term Composite Sections Component Ix (in.4) Stop (in.3) Sbottom (in.3) Girder Only 44656.000 1440.516 1440.516 Composite n 257875.604 60840.29 3138.45 Composite 3n 128935.497 12137.18 2509.60
F-90 ï· The bridge properties are summarized in the table below. Note that the haunch width is cast to match the width of the top flanges. Table 118: Bridge Properties Bridge Properties Number of Girders 3 Top Flange Spacing 16.50 ft Adjacent Flange Spacing 14.50 ft Overhang Length 4.00 ft Roadway Width 40.00 ft Barrier Width 1.50 ft Out-to-out Width 43.00 ft Deck Thickness 9.00 in FWS Thickness 0.50 in Total Deck Thickness 9.50 in Haunch Thickness 3.50 in Haunch Width 24.00 in ï· The weight of bridge components is tabulated below: Table 119: Weight of Bridge Components Weight of Components Weight of Parapets 0.520 klf Weight of FWS 0.025 ksf Weight of Conc. Deck 0.150 kcf Weight of SIP Forms 0.015 kcf Weight of Steel 0.490 kcf Weight of Cross Frames & Details 0.110 k/ft Select Resistance Factors â Strength I Limit State ï· Applicable resistance factors were determined using AASHTO Article 6.5.4.2. Select Load Modifiers ï· The applicable load modification factors were determined based on the guidelines of AASHTO Articles 1.3.3 through 1.3.5. Table 7 displays the modification factors used in this design. Table 120: Load Modification Factors Modification Factors Ductility 1.0
F-91 Redundancy 1.0 Operational Importance 1.0 Select Applicable Load Combinations and Load Factors ï· The applicable load combinations and load factors were determined using AASHTO Table 3.4.1-1 and 3.4.1-2. ï· Î³DC = 1.25 ï· Î³DW = 1.50 ï· Î³LL = 1.75 ðð¢ = ð¾ð·ð¶ðð·ð¶ + ð¾ð·ððð·ð + ð¾ð¿ð¿ðð¿ð¿ ðð¢ = ð¾ð·ð¶ðð·ð¶ + ð¾ð·ððð·ð + ð¾ð¿ð¿ðð¿ð¿ Calculate Force Effects ï· For the previously defined cross-section, IES Visual Analysis software determined magnitude and location of the unfactored moments. The dead loads, construction live load, and results from the HL-93 vehicular design load are shown below. Table 121: Dead Loads Dead Loads DC1 Deck 5.106 k/ft Overhang Tapers 1.500 k/ft Haunches 0.125 k/ft SIP Forms 0.653 k/ft Girder Self-Weight 1.977 k/ft Cross Frames & Details 0.110 k/ft DC1 Total (per 4 Girders) 9.471 k/ft DC1 Load per 1 Girder 3.157 k/ft DC2 Barrier 1.040 k/ft DC2 per 1 Girder 0.347 k/ft DW FWS 1.000 k/ft DW per 1 Girder 0.333 k/ft Table 122: Construction Live Loads Live Load CLL Construction LL 0.430 k/ft Construction LL per Girder 0.143 k/ft
F-92 Table 123: Unfactored Dead Load Moments Dead Load DC1 Moment 24 ft 799.00 ft-k Moment 60 ft -1421.00 ft-k Moment 84 ft -799.00 ft-k Shear 60 ft 118.40 k Shear 60 ft -118.40 k DC2 Moment 24 ft 263.20 ft-k Moment 60 ft -468.00 ft-k Moment 84 ft -263.20 ft-k Shear 60 ft 39.00 k Shear 60 ft -39.00 k DW Moment 24 ft 84.28 ft-k Moment 60 ft -149.90 ft-k Moment 84 ft -84.28 ft-k Shear 60 ft 12.50 k Shear 60 ft -12.50 k
F-93 Table 124: Unfactored Live Load Shear and Moment Effects Shear and Moment Effects from Visual Analysis HL-93 Design Truck (Short) Load Type Location Magnitude Units Moment 24 ft 640.30 ft-k Moment 60 ft -373.30 ft-k Moment 84 ft -640.30 ft-k Shear 60 ft 63.77 k Shear 60 ft -63.77 k HL-93 Design Truck (Long) Moment 24 ft 476.20 ft-k Moment 60 ft -360.00 ft-k Moment 84 ft -476.20 ft-k Shear 60 ft 51.50 k Shear 60 ft -51.50 k HL-93 Dual Truck Moment 24 ft 727.40 ft-k Moment 60 ft -754.50 ft-k Moment 84 ft -727.40 ft-k Shear 60 ft 80.12 k Shear 60 ft -80.12 k HL-93 Design Tandem Moment 24 ft 795.10 ft-k Moment 60 ft -575.00 ft-k Moment 84 ft -795.10 ft-k Shear 60 ft 73.02 k Shear 60 ft -73.02 k Fatigue (HL-93) Moment 24 ft 515.10 ft-k Moment 60 ft -405.10 ft-k Moment 84 ft -515.10 ft-k Shear 60 ft 52.74 k Shear 60 ft -52.74 k Construction Live Load Moment 24 ft 27.40 ft-k Moment 60 ft -49.00 ft-k Moment 84 ft -27.40 ft-k Shear 60 ft 4.10 k Shear 60 ft -4.10 k
F-94 ï· The maximum live load moment and shear effects, including dynamic load allowance and impact factor as applicable, are shown. IES Visual Analysis applied the HL-93 Design Load to the model (Design Truck, Design Tandem, Dual Truck, and Design Lane) such that the maximum effects were produced. Live Load Distribution Factors ï· Live loads are distributed to individual girders according to the approximate methods specified in AASHTO 4.6.2.2. The number of design lanes, NL, was assumed to equal two. Table 125: Distribution Factors Distribution Factors DF, 2 Lanes (Strength/Service) 0.829 Lanes DF, 1 Lane (Fatigue) 0.758 Lanes LL+IM (Strength) 1.33 IM (Fatigue) 1.15 Effective Width of Concrete Deck ï· As specified in Article 6.10.1.1.1e, the effective flange width is to be determined as specified in Article 4.6.2.6. The individual webs of the tub girder must be initially considered separately since one web is an exterior web and the other is an interior web. According to Article 4.6.2.6, for an exterior web, the effective flange width may be taken as one-half the effective width of the adjacent interior girder, plus the full width of the overhang. Table 126: Effective Width of Concrete Deck Effective Width of Concrete Deck beff. int. web 186.00 in. beff. ext. web 147.00 in. beff. girder 333.00 in. Investigate Service Limit State ï· The factored service force effects were not directly calculated, but were investigated in the design of the post-tensioning, deck, and overhang. Investigate Strength Limit State ï· The factored moments used to check the Strength I Limit State are displayed in Table 127.
F-95 Table 127: Factored Moments - Strength Limit State Factored Moments - Strength I M+ (0.4 Span 1) 2,989 ft-k M- (Pier) -4043 ft-k M+ (0.6 Span 2) 2,989 ft-k Check Flexure and Constructability â Positive Bending ï· The area of the concrete haunch was neglected in the calculation of girder section properties, but the height of the concrete haunch was considered. ï· The unbraced length was assumed to be 15 ft., based on 0.25L. Conventional mild deck reinforcement, diaphragms, and stiffeners were not considered in this design. ï· The plastic moment capacity of the girder was determined using AASHTO Article D6.1. The plastic neutral axis was calculated to be in the slab. Thus, Case V in Table D6.1-1 was used to determine the plastic moment capacity and location of the plastic neutral axis. Table 128: Component Forces - Positive Bending Component Forces & Details Top Flange, Pc (kips) 1200.000 Web, Pw (kips) 3000.000 Bottom Flange, Pt (kips) 1200.000 Slab, Ps (kips) 10189.800 Table 129: Location of Component Forces - Positive Bending Location of Component Forces Ps (from PNA) 0.269 Pt (from PNA) 68.731 Pw (from PNA) 37.731 Pc (from PNA) 7.231 Table 130: Plastic Moment Capacity - Positive Bending Plastic Moment Capacity 217222.42 k-in 18101.87 k-ft
F-96 ï· In composite bending, it was necessary to determine MAD, which is the additional moment that must be applied to the short-term composite section to cause nominal yielding in either steel flange, as per AASHTO Eq. D6.2.2-1: ð¹ð¦ = ðð·1 ððð¶ + ðð·2 ðð¿ð + ðð´ð· ððð ï· The yield moment of the composite section in positive bending was determined using AASHTO Eq. D6.2.2-2: ðð¦ = ðð·1 + ðð·2 + ðð´ð· ï· Similarly, MAD and the yield moment of the composite section in negative bending were determined using AASHTO Eq. D6.2.2-1 and D6.2.2-2 with SLT and SST representing the steel section only, neglecting the strength contribution of the concrete slab. These calculations were facilitated using the Data > What If > Goal Seek function in Microsoft Excel. The factored MD1, MD2, and MLL+IM and Goal Seek results are tabulated below. Table 131: Factored Loadings Loadings MD1 (in-k) Positive Bending 11985.000 Negative Bending -21315.000 MD2 (in-k) Positive Bending 5465.040 Negative Bending -9718.200 MLL+IM (in-k) Positive Bending 1850.595 Negative Bending -1756.099 Yield Strength (ksi) for Goal Seek 50 MAD (Positive Bending) Calc. M_AD (k-in) (Goal Seek) 123976.530 M_AD (k-ft) 10331.378 Yield Strength (ksi) for Goal Seek 50 MAD (Negative Bending) Calc. M_AD (k-in) (Goal Seek) -40992.606 M_AD (k-ft) -3416.051 ï· The yield moment of the composite section in positive bending is shown below. Also, Myt in negative bending was taken about the tension flange since mild steel reinforcement was not considered.
F-97 Table 132: Yield Moments Yield Moment (0.4L) - Positive Bending My 11785.55 ft-k Yield Moment (1.0L) - Negative Bending My -6,002.15 ft-k Girder Constructability Check â Positive Moment Region ï· Article 6.11.3 directs the engineer to Article 6.10.3 for the constructability checks of tub girders. For critical stages of construction, the provisions of Articles 6.10.3.2.1 through 6.10.3.2.3 shall be applied to the top flanges of the box girder. The non-composite bottom box flange in compression or tension shall satisfy requirements specified in Article 6.11.3.2 ï· Calculate the maximum flexural stresses in the flanges of the steel section due to the factored loads resulting from the application of steel self-weight and the assumed full deck-placement (DC1). As specified in Article 6.10.1.6, for design checks where the flexural resistance is based on lateral torsional buckling, fbu is to be determined as the largest value of the compressive stress throughout the unbraced length in the flange under consideration, calculated without consideration of flange lateral bending. For design checks where the flexural resistance is based on yielding, flange local buckling or web bend buckling, fbu may be determined as the stress at the section under consideration. The brace points were assumed to be located at intervals of 15 ft., as previously stated. ï· In addition to the applied steel, permanent metal deck forms, and concrete self-weight loads, it is pertinent to assume a construction live loading (CLL) on the structure during placement of the concrete deck, as discussed in the load calculations section. In the STRENGTH I load combination; a load factor of 1.5 is applied to all construction loads, in accordance with Article 3.4.2. Table 133: Check Flange Stress - Positive Bending Check Flange Stresses - Positive Bending fbu_DC_1 (top flange) -8.320 ksi fbu_DC_1 (bottom flange) 8.320 ksi fbu_CLL (top flange) -0.342 ksi fbu_CLL (bottom flange) 0.342 ksi fbu (top flange) -8.662 ksi fbu (bottom flange) 8.662 ksi ï· The change in the horizontal component of the web shear in the web along the span acts as a lateral force in the flanges of the box girder. Under initial non-composite dead load DC1, the lateral force due to shear is assumed to be distributed to the top flanges of the closed box girder. To simplify the calculations for this example, it will conservatively be assumed that the
F-98 entire DC1 horizontal component of web shear is applied to the top flanges. The change in vertical shear force, equal to the lateral load on the top flanges, is constant and is equal to the change in DC1 shear force in the girder measured at adjacent supports divided by the span length. Table 134: Top Flange Lateral Bending due to Web Shear Top Flange Lateral Bending due to Horizontal Component of Web Shear Change in DC1 Girder Shear over Span 3.947 k/ft Horizontal Component of Web Shear per Top Flange 1.973 k/ft MLAT (assuming bracing at 70 ft.) 5.920 k-ft Section Modulus of Top Flange 96.000 in.^3 fLAT 0.925 ksi ï· The top flange lateral bending due to overhang loads was also considered. Although the brackets are typically spaced at 3 to 4 feet along the exterior girder, all bracket loads except for the finishing machine load are assumed to be applied uniformly. For this example, the bracket is assumed to extend near the edge of the deck overhang. Therefore it is assumed that half the deck overhang weight is placed on the exterior girder web and half the weight is placed on the overhang brackets. Conservatively, one-half the deck haunch weight was included in the total overhang weight. ï· Construction loads, or dead loads and temporary loads that act on the overhang only during construction, were assumed as follows.
F-99 Table 135: Top Flange Lateral Bending due to Deck Overhang Loads Top Flange Lateral Bending due to Deck Overhang Loads Deck Overhang Weight 290.625 lb/ft Overhang Deck Forms 40.000 lb/ft Screed Rail 85.000 lb/ft Railing 25.000 lb/ft Walkway 125.000 lb/ft Finishing Machine 3000.000 lb FLAT/P 0.800 Strength I - Dead Loads p 775.781 lb/ft FLAT 620.625 lb/ft MLAT 1.862 k-ft Finishing Machine P 4500.000 lb FLAT 3600.000 lb MLAT 2.700 ft-k fLAT (top flange) 0.338 ksi Deck Overhang Total 1.263 ksi ï· Top flange lateral bending amplification was also considered in this design. As specified in Article 6.10.1.6, for design checks where the flexural resistance is based on lateral torsional buckling, the stress, fl, is to be determined as the largest value of the stress due to lateral bending throughout the unbraced length in the flange under consideration. For design checks where the flexural resistance is based on yielding or flange local buckling, fl may be determined as the stress at the section under consideration. For simplicity in this example, the largest value of fl within the unbraced length will conservatively be used in all design checks. fl was taken as positive in sign in all resistance equations. AASHTO Article 6.10.1.6 was used to determine the stress.
F-100 Table 136: Top Flange Lateral Bending Amplification Top Flange Lateral Bending Amplification Depth of Web in Compression, Dc 30.000 in. rt 6.303 in. Lp 12.649 ft. Cb (conservative) 1.0 Lb (Assumed) 15.000 ft. Lb (Limit) 6.10.1.6-2 36.468 ft. Fcr 350.919 ksi Amplification Factor, AF 1.000 OK fLAT, including AF 2.188 ksi Stress Limit (6.10.1.6-1) 30.000 ksi ï· Article 6.11.3.2 directs the engineer to the provisions of Article 6.10.3.2 for top flange constructability checks. Article 6.10.3.2.1 requires that discretely braced flanges in compression satisfy the following requirements, except that for slender-web sections, Eq. (6.10.3.2.1-1) need not be checked when fl is equal to zero. ððð¢ + ðð ⤠ððð âð¹ð¦ð ððð¢ + 1 3 ðð ⤠ððð¹ðð ððð¢ ⤠ððð¹ððð¤ ï· Article 6.11.3.2 requires that the non-composite tub flange (bottom flange) in tension satisfy: ððð¢ ⤠ððð âð¹ð¦ð¡Î Table 137: Local Buckling Resistance Check - Positive Bending 2Dc/tw 120.00 NOT SLENDER 5.7â(E/Fyc) 137.274 Top Flange Local Buckling Resistance λf 12.000 λpf 9.152 NONCOMPACT λrf 13.487 Fyr 35.000 ksi Fnc 40.144 ksi
F-101 ï· Lateral torsional buckling resistance was also considered, as per AASHTO Article 6.10.8.2.3. Table 138: Lateral Torsional Buckling Resistance - Positive Bending Top Flange Lateral Torsional Buckling Resistance (6.10.8.2.3) Lr 47.496 ft. Fnc (6.10.8.2.3) 48.988 ksi Rh*Rb*Fyc 50.000 ksi Fnc 48.988 ksi Fnc (governing) 40.144 ksi ï· Web bend-buckling resistance was also considered, as per AASHTO Article 6.10.1.9.1. Table 139: Web Bend-Buckling Resistance - Positive Bending Web Bend Buckling Resistance (6.10.1.9) k 36.000 Fcrw 65.250 ksi Fcrw Limit 50.000 ksi Fcrw USE 50.000 ksi ï· Since all the criteria were determined, the top flange constructability checks were made according to AASHTO Article 6.10.3.2.1: Table 140: Top Flange Constructability Check - Positive Bending Constructability Checks - Positive Bending Top Flange Constructability Checks (6.10.3.2.1) f_bu+f_lat (6.10.3.2.1-1) 9.925 ksi OK Ratio 0.1985 f_bu+(1/3)f_lat (6.10.3.2.1-2) 9.083 ksi OK Ratio 0.2263 f_bu < F_crw 8.6623 ksi OK Ratio 0.1732 ï· Non-composite box flanges (bottom flanges) in tension, must satisfy AASHTO Eq. 6.11.3.2-3: ððð¢ ⤠ððð âð¹ð¦ðÎ Î = â1 â 3 ( ðð£ ð¹ð¦ð ) 2
F-102 ï· The term fv is the St. Venant torsional shear stress in the flange due to factored loads at the section under consideration. However, in accordance with Article C6.11.2.3, if the provisions of Article 6.11.2.3 are satisfied, shear due to St. Venant torsion and secondary distortional bending stress effects may be neglected if the width of the box flange does not exceed one-fifth the effective span defined in Article 6.11.1.1. For continuous spans, the effective span length is to be taken as the distance between points of permanent load contraflexure, or between a simple support and a point of permanent load contraflexure, as applicable. Since the above conditions were satisfied, fv=0 in this case. Table 141: Bottom Flange Constructability Check - Positive Bending Bottom Flange Constructability Checks (6.11.3.2) fv 0.0 ksi Î 1.0 fbu 8.662 ksi Rh*Fyf*Î 50 ksi OK ï· The service limit state was then checked for positive moment. Article 6.11.4 directs the Engineer to Article 6.10.4, which contains provisions related to the control of elastic and permanent deformations at the Service Limit State. For the sake of brevity, only the calculations pertaining to permanent deformations will be presented for this design. ï· Article 6.10.4.2 contains criteria intended to control permanent deformations that would impair rideability. As specified in Article 6.10.4.2.1, these checks are to be made under the SERVICE II load combination. ï· Article 6.10.4.2.2 requires that, flanges of composite sections must satisfy AASHTO Equations 6.10.4.2.2-1 and 6.10.4.2.2-2. Top Flange: ðð ⤠0.95ð âð¹ð¦ð Bottom Flange: ðð + ðð 2 ⤠0.95ð âð¹ð¦ð ï· The term ff is the flange stress at the section under consideration due to the SERVICE II loads calculated without consideration of flange lateral bending. The fl term, the flange lateral bending stress, in Eq. (6.10.4.2.2-2) shall be taken equal to zero, in accordance with Article 6.11.4. A resistance factor is not included in these equations because Article 1.3.2.1 specifies that the resistance factor be taken equal to 1.0 at the service limit state. ï· With the exception of composite sections in positive flexure in which the web satisfies the requirement of Articles 6.11.2.1.2 and 6.10.2.1.1 (D/tw â¤150),
F-103 web bend-buckling of all sections under the SERVICE II load combination is to be checked as follows: ðð ⤠ð¹ððð¤ ï· The term fc is the compression-flange stress at the section under consideration due to the SERVICE II loads calculated without consideration of flange lateral bending, and Fcrw is the nominal elastic bend-buckling resistance for webs determined as specified in Article 6.10.1.9. Because Section 2-2 is a composite section subject to positive flexure satisfying Article 6.11.2.1.2, Eq. (6.10.4.2.2-4) need not be checked. An explanation as to why these particular sections are exempt from the above web bend-buckling check is given in Article C6.10.1.9.1. Table 142: Service Limit State Check - Positive Bending Service Limit State Check - Positive Bending Top Flange 0.95*R_h*F_yf 47.5 ksi f_f 7.172 ksi OK Ratio 0.1510 Bottom Flange f_l 0 ksi f_f+(1/2)*f_l 11.670 ksi OK Ratio 0.2457 ï· It should be noted that in accordance with Article 6.11.4 redistribution of negative moment due to the Service II loads at the interior-pier sections in continuous span flexural members using the procedures specified in Appendix B shall not apply to box girder sections. The applicability of the Appendix B provisions to box girder sections has not been demonstrated; hence the procedures are not permitted for the design of box girder sections. ï· Determine if Section 2-2 qualifies as a compact section. According to Article 6.11.6.2.2, composite sections in positive flexure qualify as compact when: 11) The specified minimum yield strengths of the flanges and web do not exceed 70 ksi 12) The web satisfies the requirement of Article 6.11.2.1.2 such that longitudinal stiffeners are not required (i.e. D/tw _150) 13) The section is part of a bridge that satisfies the requirements of Article 6.11.2.3 (Special Restrictions for use of live load distribution factors) 14) The tub flange (bottom flange) is fully effective as specified in Article 6.11.1.1 (i.e. bottom flange bf less than one-fifth effective span)
F-104 15) The section satisfies the following web-slenderness limit: 2ð·ðð ð¡ð¤ ⤠3.76â ð¸ ð¹ð¦ð Table 143: Compactness Check - Positive Bending Check Compactness in Composite Condition (Output is 1 for Yes, 0 for No) Is the yield stress of the compression flange less than 70ksi? 1 Is the yield stress of the tension flange less than 70ksi? 1 Is 2Dcp/tw less than or equal to 3.76âE/Fy? 1 Is D/tw less than or equal to 150? 1 Is the girder straight (not curved)? 1 Does section meet all compactness criteria? Yes ï· At the strength limit state, compact composite sections in positive flexure must satisfy the provisions of Article 6.11.7.1. ï· The nominal flexural resistance of the section shall be taken as specified in Article 6.10.7.1.2, except that for continuous spans, the nominal flexural resistance shall always be subject to the limitation of Eq. (6.10.7.1.2-3). According to the provisions of Article 6.10.7.1.2, the nominal flexural resistance of compact composite sections in positive flexure is determined as follows: ðð = ðð ð¤âðð ð·ð ⤠0.1ð·ð¡ ðð = ðð (1.07 â 0.7 ð·ð ð·ð¡ ) ððð ððð ðð¡âðð ððð ðð ï· In continuous spans, the nominal flexural resistance of the section is also limited to the following: ðð ⤠1.3ð âðð¦ ï· Thus: Table 144: Plastic Dimensions - Positive Bending Plastic Dimensions (Composite) Distance from Top of Deck to PNA, Dp (in.) 4.769 Total Depth of Composite Section, Dt (in.) 74.500 Depth of Web in Comp. at Plastic Moment, Dcp (in.) 0.000 Depth of Web in Comp. in Elastic Range, Dc (in.) 30.000
F-105 Table 145: Nominal Moment Capacity - Compact Sections (Positive Bending) Nominal Moment Capacity - Compact Sections (6.10.7.1) Ratio of Dp/Dt 0.064 Mn if Dp/Dt <= 0.1 7802.80 Mn if Dp/Dt> 0.1 N/A Table 146: Flexural Capacity - Positive Bending Check Flexural Capacity - Positive Bending Mn 7802.80 ft-k Mu 2988.62 ft-k OK Ratio 0.3830 Check Flexure and Constructability â Negative Bending ï· The bottom flange, in regions of negative flexure, shall satisfy the requirements of Eqs. 6.11.3.2-1 and 6.11.3.2-2 for critical stages of construction. Generally these provisions will not control because the size of the bottom flange in negative flexure regions is normally governed by the Strength Limit State. In regard to construction loads, the maximum negative moment reached during the deck-placement analysis, plus the moment due to the self-weight, typically do not differ significantly from the calculated DC1 negative moments assuming a single stage deck pour. ï· The deck pour sequence and the application of wind loads are not considered in this example. It is assumed for this design that the application of the concrete deck occurs all at once for the purpose of the constructability checks. Table 147: Check Flange Stress - Negative Bending Check Flange Stresses - Negative Bending fbu_DC_1 (top flange) 14.797 ksi fbu_DC_1 (bottom flange) -14.797 ksi fbu_CLL (top flange) 0.612 ksi fbu_CLL (bottom flange) -0.612 ksi fbu (top flange) 15.409 ksi fbu (bottom flange) -15.409 ksi ï· For the flexural resistance of unstiffened flanges in compression, calculate the nominal flexural resistance of the bottom flange in compression, Fnc, in accordance with Article 6.11.8.2. In computing Fnc for constructability, the web load-shedding factor, Rb, shall be taken as 1.0.
F-106 Table 148: Constructability Check - Negative Bending Constructability Checks - Negative Bending fbu + flat (6.10.3.2.2-1) 16.672 ksi OK Ratio 0.333 Bottom Flange - Unstiffened Flange (6.11.8.2.2) λf 12.000 k 4.000 ks 5.340 fv 0.000 Î 1.000 λp 27.454 Fyr 35.000 ksi λr 54.691 Fcb 50.000 ksi 1.12*â((E*ks)/Fyc) 62.330 1.40*â((E*ks)/Fyc) 77.913 Fcv 29.000 ksi Fnc 50.000 ksi OK Ratio 0.308 ï· The web bend-buckling resistance shall be compared with the maximum compressive stress in the bottom flange. Determine the nominal elastic web bend-buckling resistance over the girder over the pier according to the provisions of Article 6.10.1.9.1. Table 149: Web Bend-Buckling Resistance - Negative Bending Web Bend-Buckling Resistance - Negative Bending (6.10.1.9.1) Dc 30.000 in k 36.000 Fcr 65.250 ksi Fcr USE 50.000 ksi OK fbu -15.409 ksi ï· In checking the strength limit state of composite sections in negative flexure, Article 6.11.6.2.3 directs the Engineer to Article 6.11.8. Furthermore, Article 6.11.6.2.3 states the provisions of Appendix A shall not apply, nor is redistribution of negative moment per Appendix B. ï· At the strength limit state, box flanges (bottom flanges) in compression shall satisfy: ððð¢ ⤠ððð¹ðð
F-107 ï· At the Strength Limit State, the top flanges in tension continuously braced by the deck, shall satisfy: ððð¢ ⤠ððð¹ðð¡ ï· Determine the nominal flexural resistance of the bottom flange in compression, Fnc, in accordance with Article 6.11.8.2. ï· The results of the aforementioned process are shown below: Table 150: Strength Limit State Check - Negative Bending Strength Limit State - Negative Bending fbu (top flange) 17.334 ksi fbu (bot. flange) -27.066 ksi Dc 36.076 in 2Dc/tw 144.304 λrw 137.274 Rb 1.000 awc 1.503 Fnc 50.000 ksi OK Fnt 50.000 ksi OK ï· Thus, the negative bending region criteria were satisfied. Table 38: Shear Capacity Calculation Shear Capacity Fyw 50 ksi D 60 in Tw 0.5 in C 0.3162 6.10.9.3.2-6 Vp 870 kip Vn= Vcr= CVp 275 kip OK ï· 6.11.9 notes that for multiple box girder bridges that satisfy the requirements of Article 6.11.2.3, shear resistance shall be checked according to Article 6.10.9 ï· For unstiffened webs, 6.10.9.2 is used to determine the nominal resistance to shear ï· The nominal shear resistance of unstiffened webs shall be taken as Eqn. (6.10.9.2-1): ðð = ððð = ð¶ðð
F-108 ï· In which Eqn. (6.10.9.2-2): ðð = 0.58ð¹ð¦ð¤ð·ð¡ð¤ ï· Where: C = ratio of shear buckling resistance to shear yield strength determined by Eqs. 6.10.9.3.2-4, 6.10.9.3.2-5, or 6.10.9.3.2-6 as applicable, with shear-buckling coefficient, k, taken equal to 5.0 Vcr = shear buckling resistance (kip) Vn = nominal shear resistance (kip) Vp = plastic shear force (kip)
F-109 NCHRP 12-103 Two-Span Continuous Closed Steel Box Girder Bridge Design Summary Jake DeWitt7 General
F-110 ï· This document outlines the procedures and methods used to model, analyze, evaluate, and design a two-span continuous closed steel box girder bridge in accordance with the AASHTO LRFD Bridge Design Specifications (2014). Other design aids include Practical Steel Tub Girder Design by Colleti, Fan, Holt, and Vogel (2005); and Design Example 4: Three-Span Continuous Straight Composite Steel Tub Girder Bridge published by the FHWA and completed by HDR Engineering in November of 2012. Limit States to be Satisfied: ï· Strength I ï· Service II ï· Any additional limit states, as required Design Parameters ï· Span length - Typical span lengths for closed steel box girder bridges range from 150 feet to 500 feet. - Since the model used for NCHRP 12-103 determined that shorter spans control design of closed steel box girder bridges, a practical minimum span length of 150 feet is recommended. - For the design of this two-span continuous bridge each span equals 150 feet. ï· Width - The width of the bridge is determined based on the number and width of traffic lanes provided, the width of shoulders, and width of other features, such as pedestrian sidewalks, bicycle lanes, or observation overhangs. - The bridge cross-section consists of four rectangular steel girders with top flanges spaced at 4â-7 ¼â on center, 5â-6 ¼â between the centerline of adjacent top flanges, and 4â overhangs for a deck width of 43.0â, out-to-out. ï· Skew - Skew is not considered in this design, but may be investigated in future work. ï· Depth - The minimum recommended depth of tub girders is 5 ft., or L/25. For this design, the depth of the section equals 5 ft. ï· Width and Thickness of Overhang - If empirical live load distribution factors are to be employed, the final cross- section must meet the requirements of Article 6.11.2.3, which states that the deck overhang should not exceed 60 percent of the distance between centers 7 Masterâs student at the University of Delaware
F-111 of the top flanges of adjacent box girders, or 6.0 feet. Also, the distance center-to-center of adjacent box girders shall not be greater than 120 percent, nor less than 80 percent, of the top flange center-to-center distance of a single box girder. ï· Deck Parapets - Deck parapets are each assumed to weigh 520 pounds per linear foot, and rest on the outer edge of the roadway, parallel to the direction of traffic. ï· Web Thickness - The webs of the girders were proportioned such that no longitudinal stiffeners were required, based on AASHTO Eq. 6.11.2.1.2-1: ð· ð¡ð¤ ⤠150 ï· Top Flange Width - The minimum width of the top flange was determined by AASHTO Eq. 6.11.2.2-2: ðð ⥠ð· 6 - However, Article C6.10.3.4 suggested additional criteria to determine flange width, where L is the length of the girder: ðð ⥠ð¿ 85 ï· Flange Thickness - The minimum flange thickness guideline adheres to AASHTO Eq. 6.11.2.2-3: ð¡ð ⥠1.1ð¡ð¤ - However, AASHTO/NSBA Steel Bridge Collaboration Guidelines for Design and Constructibility recommend a minimum flange thickness of 0.75 inches to enhance girder stability during handling and erection. - The top flange must also satisfy AASHTO Eq. 6.11.2.2-1: ðð 2ð¡ð ⤠12.0
F-112 ï· Deck Thickness - The total thickness of the cast-in-place concrete deck is 9.5 inches, including a 0.5-inch thick integral wearing surface. ï· Concrete Deck Haunches - The concrete deck haunch is 1-â inches thick. The total haunch thickness, including the top flange, measures 3.5 inches. ï· The steel cross-section properties are summarized in the table below: Table 151: Steel Cross-Section Properties Girder Top Flange bf (in.) 48.000 tf (in.) 2.000 Fyc (ksi) 50.000 Web D (in.) 60.000 tw (in.) 0.5000 Fyw (ksi) 50.000 Bottom Flange bf (in.) 48.000 tf (in.) 2.000 Fyt (ksi) 50.000 Hybrid Girder Factor Rh 1.000 Steel Modulus Es (ksi) 29000.000 ï· The slab and haunch properties are summarized in the table below: Table 152: Slab and Haunch Properties Slab Structural Thickness (in.) 9.000 wc (lb/ft3) 150.000 f'c (ksi) 4.000 Ec (ksi) 3834.254 Haunch Thickness of Haunch (in.) 3.500 ï· The section properties for the non-composite, n composite, and 3n composite sections are tabulated below: Table 153: Section Properties for Non-composite, Short-term Composite, and Long- term Composite Sections Component Ix (in.4) Stop (in.3) Sbottom (in.3) Girder Only 184576.000 5768.000 5768.000 Composite n 424213.297 16690.26 6734.81 Composite 3n 245719.043 9567.32 6412.82
F-113 ï· The bridge properties are summarized in the table below. Note that the haunch width is cast to match the width of the top flanges. Table 154: Bridge Properties Bridge Properties Number of Girders 4 Top Flange Spacing 4.00 ft Adjacent Flange Spacing 6.330 ft Overhang Length 4.00 ft Roadway Width 40.00 ft Barrier Width 1.50 ft Out-to-out Width 43.00 ft Deck Thickness 9.00 in FWS Thickness 0.50 in Total Deck Thickness 9.50 in Haunch Thickness 3.50 in Haunch Width 48.000 in ï· The weight of bridge components is tabulated below: Table 155: Weight of Bridge Components Weight of Components Weight of Parapets 0.520 klf Weight of FWS 0.025 ksf Weight of Conc. Deck 0.150 kcf Weight of SIP Forms 0.015 kcf Weight of Steel 0.490 kcf Weight of Cross Frames & Details 0.110 k/ft Select Resistance Factors â Strength I Limit State ï· Applicable resistance factors were determined using AASHTO Article 6.5.4.2. Select Load Modifiers ï· The applicable load modification factors were determined based on the guidelines of AASHTO Articles 1.3.3 through 1.3.5. Table 7 displays the modification factors used in this design. Table 156: Load Modification Factors Modification Factors Ductility 1.0
F-114 Redundancy 1.0 Operational Importance 1.0 Select Applicable Load Combinations and Load Factors ï· The applicable load combinations and load factors were determined using AASHTO Table 3.4.1-1 and 3.4.1-2. ï· Î³DC = 1.25 ï· Î³DW = 1.50 ï· Î³LL = 1.75 ðð¢ = ð¾ð·ð¶ðð·ð¶ + ð¾ð·ððð·ð + ð¾ð¿ð¿ðð¿ð¿ ðð¢ = ð¾ð·ð¶ðð·ð¶ + ð¾ð·ððð·ð + ð¾ð¿ð¿ðð¿ð¿ Calculate Force Effects ï· For the previously defined cross-section, IES Visual Analysis software determined magnitude and location of the unfactored moments. The dead loads, construction live load, and results from the HL-93 vehicular design load are shown below. Table 157: Dead Loads Dead Loads DC1 Deck 5.106 k/ft Overhang Tapers 1.150 k/ft Haunches 0.150 k/ft SIP Forms 0.095 k/ft Girder Self-Weight 10.476 k/ft Cross Frames & Details 0.110 k/ft DC1 Total (per 4 Girders) 17.087 k/ft DC1 Load per 1 Girder 4.272 k/ft DC2 Barrier 1.040 k/ft DC2 per 1 Girder 0.260 k/ft DW FWS 1.000 k/ft DW per 1 Girder 0.250 k/ft Table 158: Construction Live Loads Live Load CLL Construction LL 0.430 k/ft Construction LL per Girder 0.108 k/ft
F-115 Table 159: Unfactored Dead Load Moments Dead Load DC1 Moment 60 ft 6757.00 ft-k Moment 150 ft -12015.00 ft-k Moment 240 ft -6757.00 ft-k Shear 150 ft 400.50 k Shear 150 ft -400.50 k DC2 Moment 60 ft 411.30 ft-k Moment 150 ft -731.30 ft-k Moment 240 ft 411.30 ft-k Shear 150 ft 24.38 k Shear 150 ft -24.38 k DW Moment 60 ft 395.40 ft-k Moment 150 ft -703.10 ft-k Moment 240 ft 395.40 ft-k Shear 150 ft 23.44 k Shear 150 ft -23.44 k
F-116 Table 160: Unfactored Live Load Shear and Moment Effects Shear and Moment Effects from Visual Analysis HL-93 Design Truck (Short) Load Type Location Magnitude Units Moment 60 ft 1962.00 ft-k Moment 150 ft -1021.00 ft-k Moment 240 ft 1962.00 ft-k Shear 150 ft 69.16 k Shear 150 ft -69.46 k HL-93 Design Truck (Long) Moment 60 ft 1743.00 ft-k Moment 150 ft -980.30 ft-k Moment 240 ft 1743.00 ft-k Shear 150 ft 64.26 k Shear 150 ft -64.26 k HL-93 Dual Truck Moment 60 ft 3367.00 ft-k Moment 150 ft -3798.00 ft-k Moment 240 ft 3367.00 ft-k Shear 150 ft 154.30 k Shear 150 ft -154.30 k HL-93 Design Tandem Moment 60 ft 2884.00 ft-k Moment 150 ft -2519.00 ft-k Moment 240 ft 2884.00 ft-k Shear 150 ft 109.50 k Shear 150 ft -109.50 k Fatigue (HL-93) Moment 60 ft 1933.00 ft-k Moment 150 ft -1083.00 ft-k Moment 240 ft 1933.00 ft-k Shear 150 ft 70.33 k Shear 150 ft -70.33 k Construction Live Load Moment 60 ft 170.80 ft-k Moment 150 ft -303.80 ft-k Moment 240 ft 170.80 ft-k Shear 150 ft 10.13 k Shear 150 ft -10.13 k
F-117 ï· The maximum live load moment and shear effects, including dynamic load allowance and impact factor as applicable, are shown. IES Visual Analysis applied the HL-93 Design Load to the model (Design Truck, Design Tandem, Dual Truck, and Design Lane) such that the maximum effects were produced. Live Load Distribution Factors ï· Live loads are distributed to individual girders according to the approximate methods specified in AASHTO 4.6.2.2. The number of design lanes, NL, was assumed to equal two. Table 161: Distribution Factors Distribution Factors DF, 2 Lanes (Strength/Service) 0.688 Lanes DF, 1 Lane (Fatigue) 0.688 Lanes LL+IM (Strength) 1.33 IM (Fatigue) 1.15 Effective Width of Concrete Deck ï· As specified in Article 6.10.1.1.1e, the effective flange width is to be determined as specified in Article 4.6.2.6. The individual webs of the tub girder must be initially considered separately since one web is an exterior web and the other is an interior web. According to Article 4.6.2.6, for an exterior web, the effective flange width may be taken as one-half the effective width of the adjacent interior girder, plus the full width of the overhang. Table 162: Effective Width of Concrete Deck Effective Width of Concrete Deck beff. int. web 61.98 in. beff. ext. web 72.00 in. beff. girder 133.98 in. Investigate Service Limit State ï· The factored service force effects were not directly calculated, but were investigated in the design of the post-tensioning, deck, and overhang. Investigate Strength Limit State ï· The factored moments used to check the Strength I Limit State are displayed in Table 127.
F-118 Table 163: Factored Moments - Strength Limit State Factored Moments - Strength I M+ (0.4 Span 1) 14941.20 ft-k M- (Pier) -23064.91 ft-k M+ (0.6 Span 2) 14941.20 ft-k Check Flexure and Constructability â Positive Bending ï· The area of the concrete haunch was neglected in the calculation of girder section properties, but the height of the concrete haunch was considered. ï· The upper limit of unbraced length outlined in AASHTO 6.10.1.6-2 was determined to be 54 feet. An unbraced length of 0.25L=37.5 feet was chosen based on engineering judgment. Conventional mild deck reinforcement, diaphragms, and stiffeners were not considered in this design. ï· The plastic moment capacity of the girder was determined using AASHTO Article D6.1. The plastic neutral axis was calculated to be in the top flange. Thus, Case II in Table D6.1-1 was used to determine the plastic moment capacity and location of the plastic neutral axis. Table 164: Component Forces - Positive Bending Component Forces & Details Top Flange, Pc (kips) 4800.000 Web, Pw (kips) 3000.000 Bottom Flange, Pt (kips) 4800.000 Slab, Ps (kips) 4099.788 Table 165: Location of Component Forces - Positive Bending Location of Component Forces Ps (from PNA) 7.771 Pt (from PNA) 61.229 Pw (from PNA) 30.229 Pc (from PNA) 0.771 Table 166: Plastic Moment Capacity - Positive Bending Plastic Moment Capacity 420272.31 k-in 35022.69 k-ft
F-119 ï· In composite bending, it was necessary to determine MAD, which is the additional moment that must be applied to the short-term composite section to cause nominal yielding in either steel flange, as per AASHTO Eq. D6.2.2-1: ð¹ð¦ = ðð·1 ððð¶ + ðð·2 ðð¿ð + ðð´ð· ððð ï· The yield moment of the composite section in positive bending was determined using AASHTO Eq. D6.2.2-2: ðð¦ = ðð·1 + ðð·2 + ðð´ð· ï· Similarly, MAD and the yield moment of the composite section in negative bending were determined using AASHTO Eq. D6.2.2-1 and D6.2.2-2 with SLT and SST representing the steel section only, neglecting the strength contribution of the concrete slab. These calculations were facilitated using the Data > What If > Goal Seek function in Microsoft Excel. The factored MD1, MD2, and MLL+IM and Goal Seek results are tabulated below. Table 167: Factored Loadings Loadings MD1 (in-k) Positive Bending 101355.000 Negative Bending -180225.000 MD2 (in-k) Positive Bending 13286.700 Negative Bending -23625.300 MLL+IM (in-k) Positive Bending 7836.693 Negative Bending -8839.845 Yield Strength (ksi) for Goal Seek 50 MAD (Positive Bending) Calc. M_AD (k-in) (Goal Seek) 204442.848 M_AD (k-ft) 17036.904 Yield Strength (ksi) for Goal Seek 50 MAD (Negative Bending) Calc. M_AD (k-in) (Goal Seek) -84549.700 M_AD (k-ft) -7045.808 ï· The yield moment of the composite section in positive bending is shown below. Also, Myt in negative bending was taken about the tension flange since mild steel reinforcement was not considered.
F-120 Table 168: Yield Moments Yield Moment (0.4L) - Positive Bending My 26,590.37 ft-k Yield Moment (1.0L) - Negative Bending My -24,033.33 ft-k Girder Constructability Check â Positive Moment Region ï· Article 6.11.3 directs the engineer to Article 6.10.3 for the constructability checks of tub girders. For critical stages of construction, the provisions of Articles 6.10.3.2.1 through 6.10.3.2.3 shall be applied to the top flanges of the box girder. The non-composite bottom box flange in compression or tension shall satisfy requirements specified in Article 6.11.3.2 ï· Calculate the maximum flexural stresses in the flanges of the steel section due to the factored loads resulting from the application of steel self-weight and the assumed full deck-placement (DC1). As specified in Article 6.10.1.6, for design checks where the flexural resistance is based on lateral torsional buckling, fbu is to be determined as the largest value of the compressive stress throughout the unbraced length in the flange under consideration, calculated without consideration of flange lateral bending. For design checks where the flexural resistance is based on yielding, flange local buckling or web bend buckling, fbu may be determined as the stress at the section under consideration. The brace points were assumed to be located at intervals of 70 ft., as previously stated. ï· In addition to the applied steel, permanent metal deck forms, and concrete self-weight loads, it is pertinent to assume a construction live loading (CLL) on the structure during placement of the concrete deck, as discussed in the load calculations section. In the STRENGTH I load combination; a load factor of 1.5 is applied to all construction loads, in accordance with Article 3.4.2. Table 169: Check Flange Stress - Positive Bending Check Flange Stresses - Positive Bending fbu_DC_1 (top flange) -17.572 ksi fbu_DC_1 (bottom flange) 17.572 ksi fbu_CLL (top flange) -0.533 ksi fbu_CLL (bottom flange) 0.533 ksi fbu (top flange) -18.105 ksi fbu (bottom flange) 18.105 ksi ï· The change in the horizontal component of the web shear in the web along the span acts as a lateral force in the flanges of the box girder. Under initial non-composite dead load DC1, the lateral force due to shear is assumed to be distributed to the top flanges of the closed box girder. To simplify the calculations for this example, it will conservatively be assumed that the
F-121 entire DC1 horizontal component of web shear is applied to the top flanges. The change in vertical shear force, equal to the lateral load on the top flanges, is constant and is equal to the change in DC1 shear force in the girder measured at adjacent supports divided by the span length. Table 170: Top Flange Lateral Bending due to Web Shear Top Flange Lateral Bending due to Horizontal Component of Web Shear Change in DC1 Girder Shear over Span 5.340 k/ft Horizontal Component of Web Shear per Top Flange 2.670 k/ft MLAT (assuming bracing at 70 ft.) 50.063 k-ft Section Modulus of Top Flange 768.000 in.^3 fLAT 0.978 ksi ï· The top flange lateral bending due to overhang loads was also considered. Although the brackets are typically spaced at 3 to 4 feet along the exterior girder, all bracket loads except for the finishing machine load are assumed to be applied uniformly. For this example, the bracket is assumed to extend near the edge of the deck overhang. Therefore it is assumed that half the deck overhang weight is placed on the exterior girder web and half the weight is placed on the overhang brackets. Conservatively, one-half the deck haunch weight was included in the total overhang weight. ï· Construction loads, or dead loads and temporary loads that act on the overhang only during construction, were assumed as follows. Table 171: Top Flange Lateral Bending due to Deck Overhang Loads Top Flange Lateral Bending due to Deck Overhang Loads Deck Overhang Weight 281.250 lb/ft Overhang Deck Forms 40.000 lb/ft Screed Rail 85.000 lb/ft Railing 25.000 lb/ft Walkway 125.000 lb/ft Finishing Machine 3000.000 lb FLAT/P 0.800 Strength I - Dead Loads p 764.063 lb/ft FLAT 611.250 lb/ft MLAT 11.461 k-ft Finishing Machine P 4500.000 lb FLAT 3600.000 lb MLAT 6.750 ft-k fLAT (top flange) 0.105 ksi Deck Overhang Total 1.083 ksi
F-122 ï· Top flange lateral bending amplification was also considered in this design. As specified in Article 6.10.1.6, for design checks where the flexural resistance is based on lateral torsional buckling, the stress, fl, is to be determined as the largest value of the stress due to lateral bending throughout the unbraced length in the flange under consideration. For design checks where the flexural resistance is based on yielding or flange local buckling, fl may be determined as the stress at the section under consideration. For simplicity in this example, the largest value of fl within the unbraced length will conservatively be used in all design checks. fl was taken as positive in sign in all resistance equations. AASHTO Article 6.10.1.6 was used to determine the stress. Table 172: Top Flange Lateral Bending Amplification Top Flange Lateral Bending Amplification Depth of Web in Compression, Dc 30.000 in. rt 13.509 in. Lp 27.112 ft. Cb (conservative) 1.0 Lb (Assumed) 37.500 ft. Lb (Limit) 6.10.1.6-2 54.066 ft. Fcr 257.943 ksi Amplification Factor, AF 1.000 OK fLAT, including AF 2.061 ksi Stress Limit (6.10.1.6-1) 30.000 ksi ï· Article 6.11.3.2 directs the engineer to the provisions of Article 6.10.3.2 for top flange constructability checks. Article 6.10.3.2.1 requires that discretely braced flanges in compression satisfy the following requirements, except that for slender-web sections, Eq. (6.10.3.2.1-1) need not be checked when fl is equal to zero. ððð¢ + ðð ⤠ððð âð¹ð¦ð ððð¢ + 1 3 ðð ⤠ððð¹ðð ððð¢ ⤠ððð¹ððð¤ ï· Article 6.11.3.2 requires that the non-composite tub flange (bottom flange) in tension satisfy: ððð¢ ⤠ððð âð¹ð¦ð¡Î
F-123 Table 173: Local Buckling Resistance Check - Positive Bending 2Dc/tw 120.00 NOT SLENDER 5.7â(E/Fyc) 137.274 Top Flange Local Buckling Resistance λf 12.000 λpf 9.152 NONCOMPACT λrf 13.487 Fyr 35.000 ksi Fnc 40.144 ksi ï· Lateral torsional buckling resistance was also considered, as per AASHTO Article 6.10.8.2.3. Table 174: Lateral Torsional Buckling Resistance - Positive Bending Top Flange Lateral Torsional Buckling Resistance (6.10.8.2.3) Lr 101.803 ft. Fnc (6.10.8.2.3) 47.914 ksi Rh*Rb*Fyc 50.000 ksi Fnc 47.914 ksi Fnc (governing) 40.144 ksi ï· Web bend-buckling resistance was also considered, as per AASHTO Article 6.10.1.9.1. Table 175: Web Bend-Buckling Resistance - Positive Bending Web Bend Buckling Resistance (6.10.1.9) k 36.000 Fcrw 65.250 ksi Fcrw Limit 50.000 ksi Fcrw USE 50.000 ksi ï· Since all the criteria were determined, the top flange constructability checks were made according to AASHTO Article 6.10.3.2.1:
F-124 Table 176: Top Flange Constructability Check - Positive Bending Constructability Checks - Positive Bending Top Flange Constructability Checks (6.10.3.2.1) f_bu+f_lat (6.10.3.2.1-1) 19.188 ksi OK Ratio 0.3838 f_bu+(1/3)f_lat (6.10.3.2.1-2) 18.466 ksi OK Ratio 0.4600 f_bu < F_crw 18.105 ksi OK Ratio 0.3621 ï· Non-composite box flanges (bottom flanges) in tension, must satisfy AASHTO Eq. 6.11.3.2-3: ððð¢ ⤠ððð âð¹ð¦ðÎ Î = â1 â 3 ( ðð£ ð¹ð¦ð ) 2 ï· The term fv is the St. Venant torsional shear stress in the flange due to factored loads at the section under consideration. However, in accordance with Article C6.11.2.3, if the provisions of Article 6.11.2.3 are satisfied, shear due to St. Venant torsion and secondary distortional bending stress effects may be neglected if the width of the box flange does not exceed one-fifth the effective span defined in Article 6.11.1.1. For continuous spans, the effective span length is to be taken as the distance between points of permanent load contraflexure, or between a simple support and a point of permanent load contraflexure, as applicable. Since the above conditions were satisfied, fv=0 in this case. Table 177: Bottom Flange Constructability Check - Positive Bending Bottom Flange Constructability Checks (6.11.3.2) fv 0.0 ksi Î 1.000 fbu 18.105 ksi Rh*Fyf*Î 50.000 ksi OK ï· The service limit state was then checked for positive moment. Article 6.11.4 directs the Engineer to Article 6.10.4, which contains provisions related to the control of elastic and permanent deformations at the Service Limit State. For the sake of brevity, only the calculations pertaining to permanent deformations will be presented for this design.
F-125 ï· Article 6.10.4.2 contains criteria intended to control permanent deformations that would impair rideability. As specified in Article 6.10.4.2.1, these checks are to be made under the SERVICE II load combination. ï· Article 6.10.4.2.2 requires that, flanges of composite sections must satisfy AASHTO Equations 6.10.4.2.2-1 and 6.10.4.2.2-2. Top Flange: ðð ⤠0.95ð âð¹ð¦ð Bottom Flange: ðð + ðð 2 ⤠0.95ð âð¹ð¦ð ï· The term ff is the flange stress at the section under consideration due to the SERVICE II loads calculated without consideration of flange lateral bending. The fl term, the flange lateral bending stress, in Eq. (6.10.4.2.2-2) shall be taken equal to zero, in accordance with Article 6.11.4. A resistance factor is not included in these equations because Article 1.3.2.1 specifies that the resistance factor be taken equal to 1.0 at the service limit state. ï· With the exception of composite sections in positive flexure in which the web satisfies the requirement of Articles 6.11.2.1.2 and 6.10.2.1.1 (D/tw â¤150), web bend-buckling of all sections under the SERVICE II load combination is to be checked as follows: ðð ⤠ð¹ððð¤ ï· The term fc is the compression-flange stress at the section under consideration due to the SERVICE II loads calculated without consideration of flange lateral bending, and Fcrw is the nominal elastic bend-buckling resistance for webs determined as specified in Article 6.10.1.9. Because the girder under consideration is a composite section subject to positive flexure satisfying Article 6.11.2.1.2, Eq. (6.10.4.2.2-4) need not be checked. An explanation as to why these particular sections are exempt from the above web bend-buckling check is given in Article C6.10.1.9.1. Table 178: Service Limit State Check - Positive Bending Service Limit State Check - Positive Bending Top Flange 0.95*R_h*F_yf 47.5 ksi f_f 17.283 ksi OK Ratio 0.3639 Bottom Flange f_l 0 ksi f_f+(1/2)*f_l 21.053 ksi OK Ratio 0.4432
F-126 ï· It should be noted that in accordance with Article 6.11.4 redistribution of negative moment due to the Service II loads at the interior-pier sections in continuous span flexural members using the procedures specified in Appendix B shall not apply to box girder sections. The applicability of the Appendix B provisions to box girder sections has not been demonstrated; hence the procedures are not permitted for the design of box girder sections. ï· Determine if the girder under consideration qualifies as a compact section. According to Article 6.11.6.2.2, composite sections in positive flexure qualify as compact when: 16) The specified minimum yield strengths of the flanges and web do not exceed 70 ksi 17) The web satisfies the requirement of Article 6.11.2.1.2 such that longitudinal stiffeners are not required (i.e. D/tw _150) 18) The section is part of a bridge that satisfies the requirements of Article 6.11.2.3 (Special Restrictions for use of live load distribution factors) 19) The tub flange (bottom flange) is fully effective as specified in Article 6.11.1.1 (i.e. bottom flange bf less than one-fifth effective span) 20) The section satisfies the following web-slenderness limit: 2ð·ðð ð¡ð¤ ⤠3.76â ð¸ ð¹ð¦ð Table 179: Compactness Check - Positive Bending Check Compactness in Composite Condition (Output is 1 for Yes, 0 for No) Is the yield stress of the compression flange less than 70ksi? 1 Is the yield stress of the tension flange less than 70ksi? 1 Is 2Dcp/tw less than or equal to 3.76âE/Fy? 1 Is D/tw less than or equal to 150? 1 Is the girder straight (not curved)? 1 Does section meet all compactness criteria? Yes ï· At the strength limit state, compact composite sections in positive flexure must satisfy the provisions of Article 6.11.7.1. ï· The nominal flexural resistance of the section shall be taken as specified in Article 6.10.7.1.2, except that for continuous spans, the nominal flexural resistance shall always be subject to the limitation of Eq. (6.10.7.1.2-3). According to the provisions of Article 6.10.7.1.2, the nominal flexural resistance of compact composite sections in positive flexure is determined as
F-127 follows: ðð = ðð ð¤âðð ð·ð ⤠0.1ð·ð¡ ðð = ðð (1.07 â 0.7 ð·ð ð·ð¡ ) ððð ððð ðð¡âðð ððð ðð ï· In continuous spans, the nominal flexural resistance of the section is also limited to the following: ðð ⤠1.3ð âðð¦ ï· Thus: Table 180: Plastic Dimensions - Positive Bending Plastic Dimensions (Composite) Distance from Top of Deck to PNA, Dp (in.) 12.771 Total Depth of Composite Section, Dt (in.) 76.500 Depth of Web in Comp. at Plastic Moment, Dcp (in.) 0.000 Depth of Web in Comp. in Elastic Range, Dc (in.) 30.000 Table 181: Nominal Moment Capacity - Compact Sections (Positive Bending) Nominal Moment Capacity - Compact Sections (6.10.7.1) Ratio of Dp/Dt 0.167 Mn if Dp/Dt <= 0.1 N/A Mn if Dp/Dt> 0.1 31243.33 Table 182: Flexural Capacity - Positive Bending Check Flexural Capacity - Positive Bending Mn 31243.33 ft-k Mu 14941.20 ft-k OK Ratio 0.4782 Check Flexure and Constructability â Negative Bending ï· The bottom flange, in regions of negative flexure, shall satisfy the requirements of Eqs. 6.11.3.2-1 and 6.11.3.2-2 for critical stages of construction. Generally these provisions will not control because the size of the bottom flange in negative flexure regions is normally governed by the Strength Limit State. In regard to construction loads, the maximum negative moment reached during the deck-placement analysis, plus the moment due to the self-weight, typically do not differ significantly from the calculated DC1 negative moments assuming a single stage deck pour.
F-128 ï· The deck pour sequence and the application of wind loads are not considered in this example. It is assumed for this design that the application of the concrete deck occurs all at once for the purpose of the constructability checks. Table 183: Check Flange Stress - Negative Bending Check Flange Stresses - Negative Bending fbu_DC_1 (top flange) 31.246 ksi fbu_DC_1 (bottom flange) -31.246 ksi fbu_CLL (top flange) 0.948 ksi fbu_CLL (bottom flange) -0.948 ksi fbu (top flange) 32.194 ksi fbu (bottom flange) -32.194 ksi ï· For the flexural resistance of unstiffened flanges in compression, calculate the nominal flexural resistance of the bottom flange in compression, Fnc, in accordance with Article 6.11.8.2. In computing Fnc for constructability, the web load-shedding factor, Rb, shall be taken as 1.0. Table 184: Constructability Check - Negative Bending Constructability Checks - Negative Bending fbu + flat (6.10.3.2.2-1) 33.277 ksi OK Ratio 0.6655 Bottom Flange - Unstiffened Flange (6.11.8.2.2) λf 12.000 k 4.000 ks 5.340 fv 0.000 Î 1.000 λp 27.454 Fyr 35.000 ksi λr 54.691 Fcb 50.000 ksi 1.12*â((E*ks)/Fyc) 62.331 1.40*â((E*ks)/Fyc) 77.913 Fcv 29.000 ksi Fnc 50.000 ksi OK Ratio 0.644 ï· The web bend-buckling resistance shall be compared with the maximum compressive stress in the bottom flange. Determine the nominal elastic web
F-129 bend-buckling resistance over the girder over the pier according to the provisions of Article 6.10.1.9.1. Table 185: Web Bend-Buckling Resistance - Negative Bending Web Bend-Buckling Resistance - Negative Bending (6.10.1.9.1) Dc 30.000 in k 36.000 Fcr 65.250 ksi Fcr USE 50.000 ksi OK fbu -32.194 ksi ï· In checking the strength limit state of composite sections in negative flexure, Article 6.11.6.2.3 directs the Engineer to Article 6.11.8. Furthermore, Article 6.11.6.2.3 states the provisions of Appendix A shall not apply, nor is redistribution of negative moment per Appendix B. ï· At the strength limit state, box flanges (bottom flanges) in compression shall satisfy: ððð¢ ⤠ððð¹ðð ï· At the Strength Limit State, the top flanges in tension continuously braced by the deck, shall satisfy: ððð¢ ⤠ððð¹ðð¡ ï· Determine the nominal flexural resistance of the bottom flange in compression, Fnc, in accordance with Article 6.11.8.2. ï· The results of the aforementioned process are shown below: Table 186: Strength Limit State Check - Negative Bending Strength Limit State - Negative Bending fbu (top flange) 44.803 ksi fbu (bot. flange) -48.171 ksi Dc 31.578 in 2Dc/tw 126.312 λrw 137.274 Rb 1.000 awc 0.3289 Fnc 50.000 ksi OK Fnt 50.000 ksi OK ï· Thus, the negative bending region criteria were satisfied.
F-130 Table 37: Shear Capacity Calculation Shear Capacity Fyw 50 ksi D 60 in Tw 0.5 in C .3162 6.10.9.3.2-6 Vp 870 kip Vn= Vcr= CVp 275.1 kip OK ï· 6.11.9 notes that for multiple box girder bridges that satisfy the requirements of Article 6.11.2.3, shear resistance shall be checked according to Article 6.10.9 ï· For unstiffened webs, 6.10.9.2 is used to determine the nominal resistance to shear ï· The nominal shear resistance of unstiffened webs shall be taken as Eqn. (6.10.9.2-1): ðð = ððð = ð¶ðð ï· In which Eqn. (6.10.9.2-2): ðð = 0.58ð¹ð¦ð¤ð·ð¡ð¤ ï· Where: C = ratio of shear buckling resistance to shear yield strength determined by Eqs. 6.10.9.3.2-4, 6.10.9.3.2-5, or 6.10.9.3.2-6 as applicable, with shear-buckling coefficient, k, taken equal to 5.0 Vcr = shear buckling resistance (kip) Vn = nominal shear resistance (kip) Vp = plastic shear force (kip)
