Bridge Superstructure Tolerance to Total and Differential Foundation Movements (2018) / Chapter Skim
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From page 238... ...
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................................................................................................................................
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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.
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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
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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.]
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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
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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
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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
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A-8 A.1.2 Section Dimensions Table 3 - Section dimensions for single-span steel suite 1. Bridge ID bf, Int.
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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
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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.
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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
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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
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A-13 A.1.3 Strength I Flexure β SLG Demands and Ratings Table 5 - Strength I Flexure - SLG Demands & Rating - Single-Span Steel Suite 1 Bridge ID Mn (+)
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From page 251... ...
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
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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 (+)
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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
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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
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From page 255... ...
A-18 A.1.4 Strength I Shear β 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.]
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From page 256... ...
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
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From page 257... ...
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.]
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From page 258... ...
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
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From page 259... ...
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
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From page 260... ...
A-23 A.1.5 Service II β SLG Demands and Ratings Table 9 β Service II - SLG Demands & Rating - Single-Span Steel Suite 1 Bridge ID Fn (+)
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From page 261... ...
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
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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 (+)
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From page 263... ...
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
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From page 264... ...
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
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From page 265... ...
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.
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From page 266... ...
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
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From page 267... ...
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.]
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From page 268... ...
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
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From page 269... ...
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
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From page 270... ...
A-33 A.2.2 Section Dimensions Table 13 - Section dimensions for two-span steel suite 1. Bridge ID bf, Int.
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From page 271... ...
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
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From page 272... ...
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.
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From page 273... ...
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
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From page 274... ...
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
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From page 275... ...
A-38 A.2.3 Strength I Flexure β SLG Demands and Ratings A.2.3.1 Positive Region Table 15 - Strength I Flexure β Positive SLG Demands & Rating - Two-Span Steel Suite 1 Bridge ID Mn (+)
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From page 276... ...
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
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From page 277... ...
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 β Positive SLG Demands & Rating - Two-Span Steel Suite 2 Bridge ID Mn (+)
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From page 278... ...
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
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From page 279... ...
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
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From page 280... ...
A-43 A.2.3.2 Negative Region Table 17 - Strength I Flexure β Negative SLG Demands & Rating - Two-Span Steel Suite 1 Bridge ID Fn (-)
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From page 281... ...
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
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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 β Negative SLG Demands & Rating - Two-Span Steel Suite 2 Bridge ID Fn (-)
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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
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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
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A-48 A.2.4 Strength I Shear β 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.]
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From page 286... ...
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
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From page 287... ...
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.]
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From page 288... ...
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
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From page 289... ...
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
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From page 290... ...
A-53 A.2.5 Service II β SLG Demands and Ratings A.2.5.1 Positive Region Table 21 β Service II β Positive SLG Demands & Rating - Two-Span Steel Suite 1 Bridge ID Fn (+)
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From page 291... ...
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
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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 β Positive SLG Demands & Rating - Two-Span Steel Suite 2 Bridge ID Fn (+)
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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
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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
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From page 295... ...
A-58 A.2.5.2 Negative Region Table 23 β Service II β Negative SLG Demands & Rating - Two-Span Steel Suite 1 Bridge ID Fn (-)
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From page 296... ...
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
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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 β Negative SLG Demands & Rating - Two-Span Steel Suite 2 Bridge ID Fn (-)
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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
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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
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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.
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From page 301... ...
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
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From page 302... ...
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.]
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From page 303... ...
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
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From page 304... ...
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
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From page 305... ...
A-68 A.3.2 Section Dimensions Table 27 - Section dimensions for three-span steel suite 1. Bridge ID bf, Int.
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From page 306... ...
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
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From page 307... ...
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.
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From page 308... ...
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
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From page 309... ...
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
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From page 310... ...
A-73 A.3.3 Strength I Flexure β SLG Demands & Rating A.3.3.1 Positive Region Table 29 - Strength I Flexure β Positive SLG Demands & Rating - Three-Span Steel Suite 1 Bridge ID Mn (+)
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From page 311... ...
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
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From page 312... ...
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 β Positive SLG Demands & Rating - Three-Span Steel Suite 2 Bridge ID Mn (+)
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From page 313... ...
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
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From page 314... ...
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
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From page 315... ...
A-78 A.3.3.2 Negative Region Table 31 - Strength I Flexure β Negative SLG Demands & Rating - Three-Span Steel Suite 1 Bridge ID Fn (-)
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From page 316... ...
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
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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 β Negative SLG Demands & Rating - Three-Span Steel Suite 2 Bridge ID Fn (-)
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From page 318... ...
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
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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
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From page 320... ...
A-83 A.3.4 Strength I Shear β SLG Demands and Ratings Table 33 - Strength I Shear βSLG Demands & Rating - Three-Span Steel Suite 1 Bridge ID Vn [lb.] Int/Ext Factored DC1 + DC2 [lb.]
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From page 321... ...
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
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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 βSLG Demands & Rating - Three-Span Steel Suite 2 Bridge ID Vn [lb.] Int/Ext Factored DC1 + DC2 [lb.]
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From page 323... ...
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
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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
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From page 325... ...
A-88 A.3.5 Service II β SLG Demands and Ratings A.3.5.1 Positive Region Table 35 β Service II β Positive SLG Demands & Rating - Three-Span Steel Suite 1 Bridge ID Fn (+)
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From page 326... ...
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
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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 β Positive SLG Demands & Rating - Three-Span Steel Suite 2 Bridge ID Fn (+)
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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
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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
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A-93 A.3.5.2 Negative Region Table 37 - Service II β Negative SLG Demands & Rating - Three-Span Steel Suite 1 Bridge ID Fn (-)
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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
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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 β Negative SLG Demands & Rating - Three-Span Steel Suite 2 Bridge ID Fn (-)
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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
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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
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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 .....................................................................................................
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From page 336... ...
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.
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From page 338... ...
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.]
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From page 341... ...
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.]
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From page 343... ...
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.]
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From page 346... ...
B-12 B.1.3 Strength I Flexure β SLG Demands and Ratings Table 5 - Strength I Flexure - SLG Demands & Rating - Single-Span PS Suite 1 Bridge ID Mn (+)
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From page 348... ...
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 (+)
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From page 351... ...
B-17 B.1.4 Strength I Shear β 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.]
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From page 353... ...
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.]
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From page 356... ...
B-22 B.1.5 Service III β SLG Demands and Ratings Table 9 - Service III - SLG Demands & Rating - Single-Span PS Suite 1. Bridge ID Fn (+)
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From page 358... ...
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 (+)
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From page 361... ...
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.
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From page 363... ...
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.]
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From page 366... ...
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.]
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From page 368... ...
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.]
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From page 371... ...
B-37 B.2.3 Strength I Flexure β 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 (+)
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From page 373... ...
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 (+)
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From page 376... ...
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 (-)
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From page 378... ...
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 (-)
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From page 381... ...
B-47 B.2.4 Strength I Shear β 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.]
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From page 383... ...
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.]
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From page 386... ...
B-52 B.2.5 Service II β 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 (+)
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From page 388... ...
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 (+)
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From page 391... ...
B-57 B.2.5.2 Negative Region Table 23 - Service I - SLG Demands & Rating - Two-Span PS Suite 1 Bridge ID Fn (-)
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From page 393... ...
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 (-)
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From page 396... ...
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.
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From page 398... ...
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.]
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From page 402... ...
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.]
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From page 404... ...
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.]
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From page 407... ...
B-73 B.3.3 Strength I Flexure β 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 (+)
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From page 409... ...
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 (+)
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From page 412... ...
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 (-)
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From page 414... ...
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 (-)
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From page 417... ...
B-83 B.3.4 Strength I Shear β 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.]
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From page 419... ...
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.]
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From page 422... ...
B-88 B.3.5 Service I/III β 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 (+)
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From page 424... ...
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 (+)
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From page 427... ...
B-93 B.3.5.2 Negative Region Table 37 - Service I - SLG Demands & Rating - Three-Span PS Suite 1 Bridge ID Fn (-)
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From page 429... ...
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 (-)
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From page 432... ...
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.
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From page 433... ...
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 Ξ [in.]
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From page 434... ...
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
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From page 435... ...
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
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From page 436... ...
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
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From page 437... ...
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
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From page 438... ...
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.
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From page 439... ...
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.
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From page 440... ...
C-9 C.1.3 Bi-Variate Plots of Tolerable Movement C.1.3.1 Strength I Shear β 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)
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From page 441... ...
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)
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From page 442... ...
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)
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From page 443... ...
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 β Strength I Flexure. Bridge ID LD at Abt Ξ [in.]
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From page 444... ...
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
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From page 445... ...
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
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From page 446... ...
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
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From page 447... ...
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
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From page 448... ...
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
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From page 449... ...
C-18 C.2.1.2 Strength I Shear Table C-4 - Observed tolerable support movements for two-span steel bridges β Strength I Shear Bridge ID LD at Abt Ξ [in.]
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From page 450... ...
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
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From page 451... ...
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
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From page 452... ...
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
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From page 453... ...
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
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From page 454... ...
C-23 C.2.1.3 Service II Table C-5 - Observed tolerable support movements for two-span steel bridges β Service II Bridge ID LD at Abt Ξ [in.]
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From page 455... ...
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
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From page 456... ...
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
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From page 457... ...
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
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From page 458... ...
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
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From page 459... ...
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.
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From page 460... ...
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.
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From page 461... ...
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.
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From page 462... ...
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.
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From page 463... ...
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.
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From page 464... ...
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.
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From page 465... ...
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.
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From page 466... ...
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.
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From page 467... ...
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.
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From page 468... ...
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.
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From page 469... ...
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.
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From page 470... ...
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.
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From page 471... ...
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 TwoSpan Continuous Steel bridge.
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From page 472... ...
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.
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From page 473... ...
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 TwoSpan Continuous Steel bridge.
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From page 474... ...
C-43 Figure C-37 - Girder Spacing versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a TwoSpan 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.
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From page 475... ...
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.
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From page 476... ...
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 TwoSpan 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.
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From page 477... ...
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.
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From page 478... ...
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 TwoSpan Continuous Steel bridge.
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From page 479... ...
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.
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From page 480... ...
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.
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From page 481... ...
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 TwoSpan Continuous Steel bridge.
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From page 482... ...
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.
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From page 483... ...
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.
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From page 484... ...
C-53 Figure C-57 - Girder Spacing versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a TwoSpan 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.
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From page 485... ...
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.
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From page 486... ...
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.
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From page 487... ...
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.
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From page 488... ...
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.
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From page 489... ...
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.
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From page 490... ...
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.
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From page 491... ...
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.
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From page 492... ...
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.
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From page 493... ...
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.
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From page 494... ...
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.
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From page 495... ...
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.
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From page 496... ...
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 β Strength I Flexure. Bridge ID LD at Abt Ξ [in.]
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From page 497... ...
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
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From page 498... ...
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
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From page 499... ...
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
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From page 500... ...
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
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From page 501... ...
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
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From page 502... ...
C-71 C.3.1.2 Strength I Shear Table C-8 - Observed tolerable support movements for three-span steel bridges β Strength I Shear. Bridge ID LD at Abt Ξ [in.]
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From page 503... ...
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
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From page 504... ...
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
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From page 505... ...
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
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From page 506... ...
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
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From page 507... ...
C-76 C.3.1.3 Service II Table C-9 - Observed tolerable support movements for three-span steel bridges β Service II. Bridge ID LD at Abt Ξ [in.]
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From page 508... ...
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
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From page 509... ...
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
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From page 510... ...
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
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From page 511... ...
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
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From page 512... ...
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.
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From page 513... ...
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.
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From page 514... ...
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.
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From page 515... ...
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.
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From page 516... ...
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.
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From page 517... ...
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.
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From page 518... ...
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.
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From page 519... ...
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.
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From page 520... ...
C-89 Figure C-95 - Skew versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a ThreeSpan Continuous Steel bridge. Figure C-96 - Width versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a ThreeSpan Continuous Steel bridge.
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From page 521... ...
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.
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From page 522... ...
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 ThreeSpan Continuous Steel bridge.
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From page 523... ...
C-92 Figure C-101 - Width versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a ThreeSpan 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.
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From page 524... ...
C-93 Figure C-103 - Span Length versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a ThreeSpan 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 ThreeSpan Continuous Steel bridge.
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From page 525... ...
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.
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From page 526... ...
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 ThreeSpan Continuous Steel bridge.
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From page 527... ...
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.
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From page 528... ...
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.
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From page 529... ...
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.
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From page 530... ...
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 ThreeSpan Continuous Steel bridge.
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From page 531... ...
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.
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From page 532... ...
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 ThreeSpan Continuous Steel bridge.
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From page 533... ...
C-102 Figure C-121 - Width versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a ThreeSpan 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.
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From page 534... ...
C-103 Figure C-123 = Span Length versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a ThreeSpan 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 ThreeSpan Continuous Steel bridge.
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From page 535... ...
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.
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From page 536... ...
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 ThreeSpan Continuous Steel bridge.
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From page 537... ...
C-106 Figure C-129 - Girder Spacing versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a ThreeSpan 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.
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From page 538... ...
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.
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From page 539... ...
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 ThreeSpan Continuous Steel bridge.
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From page 540... ...
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.
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From page 541... ...
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.
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From page 542... ...
C-111 Figure C-139 - Girder Spacing versus tolerable TD movement occurring at the abutment at the Service II limit state for a ThreeSpan 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.
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From page 543... ...
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.
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From page 544... ...
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.
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From page 545... ...
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.
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From page 546... ...
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 ThreeSpan 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.
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From page 547... ...
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.
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From page 548... ...
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 ThreeSpan Continuous Steel bridge.
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From page 549... ...
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.
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From page 550... ...
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 Ξ [in.]
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From page 556... ...
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.
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From page 557... ...
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.
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From page 558... ...
D-10 D.1.3 Bi-Variate Plots of Tolerable Support Movement D.1.3.1 Strength I Flexure β 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.
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From page 559... ...
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.
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From page 560... ...
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.
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From page 561... ...
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.
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From page 562... ...
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.
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From page 563... ...
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.
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From page 564... ...
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 Ξ [in.]
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From page 570... ...
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 Ξ [in.]
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From page 576... ...
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 Ξ [in.]
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From page 582... ...
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.
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From page 583... ...
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.
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From page 584... ...
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.
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From page 585... ...
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.
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From page 586... ...
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.
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From page 587... ...
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.
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From page 588... ...
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.
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From page 589... ...
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.
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From page 590... ...
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.
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From page 591... ...
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.
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From page 592... ...
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 TwoSpan Continuous PS bridge.
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From page 593... ...
D-45 Figure D-36 - Span Length versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a TwoSpan 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 TwoSpan Continuous PS bridge.
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From page 594... ...
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.
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From page 595... ...
D-47 Figure D-40 - Span Length versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a TwoSpan 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 TwoSpan Continuous PS bridge.
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From page 596... ...
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.
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From page 597... ...
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 TwoSpan 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.
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From page 598... ...
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.
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From page 599... ...
D-51 Figure D-48 - Span Length versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a TwoSpan 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.
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From page 600... ...
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.
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From page 601... ...
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 TwoSpan Continuous PS bridge.
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From page 602... ...
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.
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From page 603... ...
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 TwoSpan Continuous PS bridge.
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From page 604... ...
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.
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From page 605... ...
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 TwoSpan Continuous PS bridge.
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From page 606... ...
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.
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From page 607... ...
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 TwoSpan Continuous PS bridge.
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From page 608... ...
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.
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From page 609... ...
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.
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From page 610... ...
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.
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From page 611... ...
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.
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From page 612... ...
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.
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From page 613... ...
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 Ξ [in.]
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From page 619... ...
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 Ξ [in.]
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From page 625... ...
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.
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From page 630... ...
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.
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From page 631... ...
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.
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From page 632... ...
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.
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From page 633... ...
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.
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From page 634... ...
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.
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From page 635... ...
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.
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From page 636... ...
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.
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From page 637... ...
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.
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From page 638... ...
D-90 Figure D-90 - Skew versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a ThreeSpan Continuous PS bridge. Figure D-91 - Width versus tolerable LD movement occurring at the abutment at the Strength I Flexure limit state for a ThreeSpan Continuous PS bridge.
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From page 639... ...
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.
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From page 640... ...
D-92 Figure D-94 - Skew versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a ThreeSpan Continuous PS bridge. Figure D-95 - Width versus tolerable TD movement occurring at the abutment at the Strength I Flexure limit state for a ThreeSpan Continuous PS bridge.
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From page 641... ...
D-93 Figure D-96 - Span Length versus tolerable LD movement occurring at the pier at the Strength I Flexure limit state for a ThreeSpan 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 ThreeSpan Continuous PS bridge.
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From page 642... ...
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.
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From page 643... ...
D-95 Figure D-100 - Span Length versus tolerable TD movement occurring at the pier at the Strength I Flexure limit state for a ThreeSpan 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 ThreeSpan Continuous PS bridge.
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From page 644... ...
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.
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From page 645... ...
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.
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From page 646... ...
D-98 Figure D-106 - Skew versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a ThreeSpan Continuous PS bridge. Figure D-107 - Width versus tolerable LD movement occurring at the abutment at the Strength I Shear limit state for a ThreeSpan Continuous PS bridge.
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From page 647... ...
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.
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From page 648... ...
D-100 Figure D-110 - Skew versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a ThreeSpan Continuous PS bridge. Figure D-111 - Width versus tolerable TD movement occurring at the abutment at the Strength I Shear limit state for a ThreeSpan Continuous PS bridge.
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From page 649... ...
D-101 Figure D-112 - Span Length versus tolerable LD movement occurring at the pier at the Strength I Shear limit state for a ThreeSpan 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 ThreeSpan Continuous PS bridge.
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From page 650... ...
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.
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From page 651... ...
D-103 Figure D-116 - Span Length versus tolerable TD movement occurring at the pier at the Strength I Shear limit state for a ThreeSpan 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 ThreeSpan Continuous PS bridge.
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From page 652... ...
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.
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From page 653... ...
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 ThreeSpan 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 ThreeSpan Continuous PS bridge.
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From page 654... ...
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.
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From page 655... ...
D-107 Figure D-124 - Span Length versus tolerable TD movement occurring at the abutment at the Service I/III limit state for a ThreeSpan 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 ThreeSpan Continuous PS bridge.
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From page 656... ...
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.
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From page 657... ...
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.
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From page 658... ...
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.
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From page 659... ...
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.
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From page 660... ...
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.
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From page 661... ...
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 threespan continuous steel and PS concrete multi-girder bridges. E.1 Steel Multi-Girder Bridges ....................................................................................................................
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From page 662... ...
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)
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From page 663... ...
E-3 Adjusted R-Squared 0.826 Linear regression model for Service II: Tolerance ~ 1 + Skew + L*
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From page 664... ...
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*
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From page 665... ...
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*
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From page 666... ...
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*
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From page 667... ...
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
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From page 668... ...
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)
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From page 669... ...
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*
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From page 670... ...
E-10 Linear regression model Strength I Shear: Tolerance ~ 1 + L*
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From page 671... ...
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*
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From page 672... ...
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*
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From page 673... ...
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*
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From page 674... ...
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)
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From page 675... ...
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*
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From page 676... ...
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*
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From page 677... ...
E-17 Linear regression model for Strength I Shear: Tolerance ~ 1 + L*
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From page 678... ...
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*
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From page 679... ...
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)
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From page 680... ...
E-20 Linear regression model for Service I/III: Tolerance ~ 1 + W + L*
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From page 681... ...
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*
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From page 682... ...
E-22 Linear regression model for Strength I Shear: Tolerance ~ 1 + Skew + W + L* S Estimated Coefficients: Estimate p-value (Intercept)
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From page 683... ...
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*
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From page 684... ...
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 "spot check" bridges.
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From page 685... ...
F-2 NCHRP 12-103 Two-Span Continuous Cast-in-Place (CIP) Multi-Cell Box (MCB)
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From page 686... ...
F-3 General ο· 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)
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From page 687... ...
F-4 Limit States to be Satisfied: ο· Strength I ο· Service I ο· Service III ο· Any additional limit states, as required Design Parameters ο· Span length - Typical span lengths are shown in the figure below. The figure was provided by FHWA Post-Tensioned Box Girder Design Manual (2015)
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From page 688... ...
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 (1'-7" width) for a total bridge width of 47'-2".
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From page 689... ...
F-6 πΏπππππ 14 β€ π‘π πππ β€ πΏπππππ 17 - The top slab thickness chosen for this design is 8 inches. ο· Bottom Slab Thickness - The practical minimum thickness of bottom slabs of CIP multi-cell box girder is 7 inches.
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From page 690... ...
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 Ξ²1 0.825 Deck Design ο· 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.
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From page 691... ...
F-8 ο· 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 ο· Note: Overhang design was omitted for this design.
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From page 692... ...
F-9 ο· For the previously defined cross-section, LEAP Bridge Concrete software determined magnitude and location of the unfactored moments specified in . ο· Table 5.
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From page 693... ...
F-10 For the previously defined cross-section, LEAP Bridge Concrete software determined magnitude and location of the unfactored shear specified in ο· 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
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From page 694... ...
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 ο· 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)
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From page 695... ...
F-12 M+ (0.4 Span 1)
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From page 696... ...
F-13 A_ps 14.322 in^2 P_j 2977.54 kips k 0.0002 mu 0.250 ο· 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.
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From page 697... ...
F-14 NCHRP 12-103 Two-Span Continuous Cast-in-Place (CIP) Multi-Cell Box (MCB)
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From page 698... ...
F-15 ο· 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)
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From page 699... ...
F-16 Limit States to be Satisfied: ο· Strength I ο· Service I ο· Service III ο· Any additional limit states, as required Design Parameters ο· Span length - Typical span lengths are shown in the figure below. The figure was provided by FHWA Post-Tensioned Box Girder Design Manual (2015)
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From page 700... ...
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. ο· Skew - Skew is not considered in this design, but may be investigated in future work.
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From page 701... ...
F-18 - The top slab thickness chosen for this design is 8 inches. ο· Bottom Slab Thickness - The practical minimum thickness of bottom slabs of CIP multi-cell box girder is 7 inches.
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From page 702... ...
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 Ξ²1 0.825 Deck Design ο· 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.
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From page 703... ...
F-20 Overhang Design ο· 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.
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From page 704... ...
F-21 ο· 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
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From page 705... ...
F-22 ο· 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
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From page 706... ...
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 ο· 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)
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From page 707... ...
F-24 M- (Pier)
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From page 708... ...
F-25 mu 0.250 ο· 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.
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From page 709... ...
F-26 NCHRP 12-103 Two-Span Continuous Cast-in-Place (CIP) Multi-Cell Box (MCB)
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From page 710... ...
F-27 General ο· 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)
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From page 711... ...
F-28 Limit States to be Satisfied: ο· Strength I ο· Service I ο· Service III ο· Any additional limit states, as required Design Parameters ο· Span length - Typical span lengths are shown in the figure below. The figure was provided by FHWA Post-Tensioned Box Girder Design Manual (2015)
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From page 712... ...
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. ο· Skew - Skew is not considered in this design, but may be investigated in future work.
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From page 713... ...
F-30 - The top slab thickness chosen for this design is 8 inches. ο· Bottom Slab Thickness - The practical minimum thickness of bottom slabs of CIP multi-cell box girder is 7 inches.
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From page 714... ...
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 Ξ²1 0.825 Deck Design ο· 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)
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From page 715... ...
F-32 Table 26: Summary of Mild Steel Reinforcement in Deck Reinforcement Summary Bar No. Spacing Positive Moment Region #6 Bars 8 in.
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From page 716... ...
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.
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From page 717... ...
F-34 ο· 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 ο· Case III considers the Strength Limit State at the same locations considered in Case I
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From page 718... ...
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 ο· The applicable load combinations and load factors were determined using AASHTO Table 3.4.1-1. ο· Ξ³DC = 1.25 ο· Ξ³DW = 1.50 ο· Ξ³LL = 1.75 ππ’ = πΎπ·πΆππ·πΆ + πΎπ·πππ·π + πΎπΏπΏππΏπΏ ππ’ = πΎπ·πΆππ·πΆ + πΎπ·πππ·π + πΎπΏπΏππΏπΏ Calculate Live Load Force Effects ο· For the previously defined cross-section, LEAP Bridge Concrete software determined magnitude and location of the unfactored moments specified in .
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From page 719... ...
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 ο· 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
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From page 720... ...
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 ο· 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)
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From page 721... ...
F-38 M+ (0.6 Span 2) 25955.22 ft-k ο· The factored shear used to check the Strength I Limit State are displayed in Table 10.
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From page 722... ...
F-39 ο· 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. ο· The flexural resistance of the section was determined to be Mn = 52,274 ft-k > Mu = 36,627 ft-k over the pier.
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From page 723... ...
F-40 NCHRP 12-103 Two-Span Continuous Open Steel Bridge Design Summary Jake DeWitt4 General
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From page 724... ...
F-41 ο· 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)
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From page 725... ...
F-42 ο· Width and Thickness of Overhang - If empirical live load distribution factors are to be employed, the final crosssection 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.
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From page 726... ...
F-43 - The top flange must also satisfy AASHTO Eq. 6.11.2.2-1: ππ 2π‘π β€ 12.0 ο· 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.
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From page 727... ...
F-44 ο· 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)
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From page 728... ...
F-45 ο· 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 β Strength I Limit State ο· Applicable resistance factors were determined using AASHTO Article 6.5.4.2.
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From page 729... ...
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)
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From page 730... ...
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)
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From page 731... ...
F-48 Table 52: Distribution Factors Distribution Factors DF, 2 Lanes (Strength/Service) 0.829 Lanes DF, 1 Lane (Fatigue)
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From page 732... ...
F-49 ο· 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.
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From page 733... ...
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.
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From page 734... ...
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.
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From page 735... ...
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.
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From page 736... ...
F-53 Table 63: Top Flange Lateral Bending Amplification Top Flange Lateral Bending Amplification Depth of Web in Compression, Dc 29.974 in.
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From page 737... ...
F-54 ο· 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)
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From page 738... ...
F-55 Ξ = β1 β 3 ( ππ£ πΉπ¦π ) 2 ο· The term fv is the St.
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From page 739... ...
F-56 ο· 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 β€150) , web bend-buckling of all sections under the SERVICE II load combination is to be checked as follows: ππ β€ πΉπππ€ ο· 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.
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From page 740... ...
F-57 (i.e. bottom flange bf less than one-fifth effective span)
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From page 741... ...
F-58 ο· Thus: Table 71: Plastic Dimensions - Positive Bending Plastic Dimensions (Composite) Distance from Top of Deck to PNA, Dp (in.)
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From page 742... ...
F-59 Table 74: Check Flange Stress - Negative Bending Check Flange Stresses - Negative Bending fbu (DC1) (top flange)
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From page 743... ...
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 ο· 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.
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From page 744... ...
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 π 14.05 deg cos π 0.9701 ππ’ = Vp 696.0 kip ππ’π = ππ’/ cos π 717.5 kip Vn = Vcr = CVui 354.4 kip ο· For box girders with inclined webs, the ultimate inclined shear, Vui, duse to the factored loads is taken as Eqn.
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From page 746... ...
F-63 NCHRP 12-103 Two-Span Continuous Open Steel Bridge Design Summary Jake DeWitt5 General
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From page 747... ...
F-64 ο· 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)
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From page 748... ...
F-65 ο· Width and Thickness of Overhang - If empirical live load distribution factors are to be employed, the final crosssection 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.
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From page 749... ...
F-66 - The top flange must also satisfy AASHTO Eq. 6.11.2.2-1: ππ 2π‘π β€ 12.0 ο· 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.
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From page 750... ...
F-67 ο· 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)
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From page 751... ...
F-68 ο· 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 β Strength I Limit State ο· Applicable resistance factors were determined using AASHTO Article 6.5.4.2.
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From page 752... ...
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)
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From page 753... ...
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)
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From page 754... ...
F-71 Table 89: Distribution Factors Distribution Factors DF, 2 Lanes (Strength/Service) 1.113 Lanes DF, 1 Lane (Fatigue)
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From page 755... ...
F-72 ο· 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.
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From page 756... ...
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.
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From page 757... ...
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.
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From page 758... ...
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.
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From page 759... ...
F-76 Table 100: Top Flange Lateral Bending Amplification Top Flange Lateral Bending Amplification Depth of Web in Compression, Dc 40.560 in.
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From page 760... ...
F-77 ο· 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)
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From page 761... ...
F-78 Ξ = β1 β 3 ( ππ£ πΉπ¦π ) 2 ο· The term fv is the St.
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From page 762... ...
F-79 ο· 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 β€150) , web bend-buckling of all sections under the SERVICE II load combination is to be checked as follows: ππ β€ πΉπππ€ ο· 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.
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From page 763... ...
F-80 10) The section satisfies the following web-slenderness limit: 2π·ππ π‘π€ β€ 3.76β πΈ πΉπ¦π Table 107: Compactness Check - Positive Bending Check Compactness in Composite Condition (Output is 1 for Yes, 0 for No)
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From page 764... ...
F-81 ο· Thus: Table 108: Plastic Dimensions - Positive Bending Plastic Dimensions (Composite) Distance from Top of Deck to PNA, Dp (in.)
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From page 765... ...
F-82 Table 111: Check Flange Stress - Negative Bending Check Flange Stresses - Negative Bending fbu (DC1) (top flange)
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From page 766... ...
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 ο· 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.
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From page 767... ...
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 π 14.05 deg cos π 0.9701 ππ’ = Vp 1088 kip ππ’π = ππ’/ cos π 1122 kip Vn = Vcr = CVui 554.3 kip ο· For box girders with inclined webs, the ultimate inclined shear, Vui, duse to the factored loads is taken as Eqn.
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From page 769... ...
F-86 NCHRP 12-103 Two-Span Continuous Closed Steel Box Girder Bridge Design Summary Jake DeWitt6 General
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From page 770... ...
F-87 ο· 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)
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From page 771... ...
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.
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From page 772... ...
F-89 ο· 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. ο· Concrete Deck Haunches - The concrete deck haunch is 2 β Β½ inches thick.
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From page 773... ...
F-90 ο· The bridge properties are summarized in the table below. Note that the haunch width is cast to match the width of the top flanges.
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From page 774... ...
F-91 Redundancy 1.0 Operational Importance 1.0 Select Applicable Load Combinations and Load Factors ο· The applicable load combinations and load factors were determined using AASHTO Table 3.4.1-1 and 3.4.1-2. ο· Ξ³DC = 1.25 ο· Ξ³DW = 1.50 ο· Ξ³LL = 1.75 ππ’ = πΎπ·πΆππ·πΆ + πΎπ·πππ·π + πΎπΏπΏππΏπΏ ππ’ = πΎπ·πΆππ·πΆ + πΎπ·πππ·π + πΎπΏπΏππΏπΏ Calculate Force Effects ο· For the previously defined cross-section, IES Visual Analysis software determined magnitude and location of the unfactored moments.
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From page 775... ...
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
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From page 776... ...
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)
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From page 777... ...
F-94 ο· 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)
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From page 778... ...
F-95 Table 127: Factored Moments - Strength Limit State Factored Moments - Strength I M+ (0.4 Span 1)
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From page 779... ...
F-96 ο· 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: πΉπ¦ = ππ·1 πππΆ + ππ·2 ππΏπ + ππ΄π· πππ ο· The yield moment of the composite section in positive bending was determined using AASHTO Eq.
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From page 780... ...
F-97 Table 132: Yield Moments Yield Moment (0.4L) - Positive Bending My 11785.55 ft-k Yield Moment (1.0L)
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From page 781... ...
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.
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From page 782... ...
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 ο· Top flange lateral bending amplification was also considered in this design.
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From page 783... ...
F-100 Table 136: Top Flange Lateral Bending Amplification Top Flange Lateral Bending Amplification Depth of Web in Compression, Dc 30.000 in.
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From page 784... ...
F-101 ο· 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)
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From page 785... ...
F-102 ο· The term fv is the St. Venant torsional shear stress in the flange due to factored loads at the section under consideration.
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From page 786... ...
F-103 web bend-buckling of all sections under the SERVICE II load combination is to be checked as follows: ππ β€ πΉπππ€ ο· 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.
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From page 787... ...
F-104 15) The section satisfies the following web-slenderness limit: 2π·ππ π‘π€ β€ 3.76β πΈ πΉπ¦π Table 143: Compactness Check - Positive Bending Check Compactness in Composite Condition (Output is 1 for Yes, 0 for No)
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From page 788... ...
F-105 Table 145: Nominal Moment Capacity - Compact Sections (Positive Bending) Nominal Moment Capacity - Compact Sections (6.10.7.1)
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From page 789... ...
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)
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From page 790... ...
F-107 ο· At the Strength Limit State, the top flanges in tension continuously braced by the deck, shall satisfy: πππ’ β€ πππΉππ‘ ο· Determine the nominal flexural resistance of the bottom flange in compression, Fnc, in accordance with Article 6.11.8.2. ο· 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)
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From page 791... ...
F-108 ο· In which Eqn.
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From page 792... ...
F-109 NCHRP 12-103 Two-Span Continuous Closed Steel Box Girder Bridge Design Summary Jake DeWitt7 General
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From page 793... ...
F-110 ο· 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)
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From page 794... ...
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.
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From page 795... ...
F-112 ο· 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. ο· Concrete Deck Haunches - The concrete deck haunch is 1-β
inches thick.
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From page 796... ...
F-113 ο· The bridge properties are summarized in the table below. Note that the haunch width is cast to match the width of the top flanges.
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From page 797... ...
F-114 Redundancy 1.0 Operational Importance 1.0 Select Applicable Load Combinations and Load Factors ο· The applicable load combinations and load factors were determined using AASHTO Table 3.4.1-1 and 3.4.1-2. ο· Ξ³DC = 1.25 ο· Ξ³DW = 1.50 ο· Ξ³LL = 1.75 ππ’ = πΎπ·πΆππ·πΆ + πΎπ·πππ·π + πΎπΏπΏππΏπΏ ππ’ = πΎπ·πΆππ·πΆ + πΎπ·πππ·π + πΎπΏπΏππΏπΏ Calculate Force Effects ο· For the previously defined cross-section, IES Visual Analysis software determined magnitude and location of the unfactored moments.
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From page 798... ...
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
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From page 799... ...
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)
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From page 800... ...
F-117 ο· 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)
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From page 801... ...
F-118 Table 163: Factored Moments - Strength Limit State Factored Moments - Strength I M+ (0.4 Span 1)
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From page 802... ...
F-119 ο· 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: πΉπ¦ = ππ·1 πππΆ + ππ·2 ππΏπ + ππ΄π· πππ ο· The yield moment of the composite section in positive bending was determined using AASHTO Eq.
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From page 803... ...
F-120 Table 168: Yield Moments Yield Moment (0.4L) - Positive Bending My 26,590.37 ft-k Yield Moment (1.0L)
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From page 804... ...
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.
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From page 805... ...
F-122 ο· 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.
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From page 806... ...
F-123 Table 173: Local Buckling Resistance Check - Positive Bending 2Dc/tw 120.00 NOT SLENDER 5.7β(E/Fyc) 137.274 Top Flange Local Buckling Resistance Ξ»f 12.000 Ξ»pf 9.152 NONCOMPACT Ξ»rf 13.487 Fyr 35.000 ksi Fnc 40.144 ksi ο· Lateral torsional buckling resistance was also considered, as per AASHTO Article 6.10.8.2.3.
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From page 807... ...
F-124 Table 176: Top Flange Constructability Check - Positive Bending Constructability Checks - Positive Bending Top Flange Constructability Checks (6.10.3.2.1)
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From page 808... ...
F-125 ο· 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.
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From page 809... ...
F-126 ο· 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.
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From page 810... ...
F-127 follows: ππ = ππ π€βππ π·π β€ 0.1π·π‘ ππ = ππ (1.07 β 0.7 π·π π·π‘ ) πππ πππ ππ‘βππ πππ ππ ο· In continuous spans, the nominal flexural resistance of the section is also limited to the following: ππ β€ 1.3π
βππ¦ ο· Thus: Table 180: Plastic Dimensions - Positive Bending Plastic Dimensions (Composite)
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From page 811... ...
F-128 ο· 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.
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From page 812... ...
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)
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From page 813... ...
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 ο· 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 ο· For unstiffened webs, 6.10.9.2 is used to determine the nominal resistance to shear ο· The nominal shear resistance of unstiffened webs shall be taken as Eqn.
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Key Terms
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