Criteria for Selection and Design of Residential Slabs-on-Ground (1968) / Chapter Skim
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Appendix A: Design Tables
Appendix A: Design Tables
Pages 145-282
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From page 145... ...
~ and allowable ratio (~/L) , a number of slab designs are provided; they differ in number and/or width of stiffening beams and/or in depth of stiffening beams.
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From page 146... ...
Example of Use of Tables Suppose it is desired to design a slab 30 by 50 feet in size, with a total average dead and live load of 340 psf, in a locality for which the support index (C) is equal to 0.75 and for a structure for which the allowable deflection ratio (~/L)
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From page 147... ...
stiffening beams 8 inches wide (column BY) in the short dimension of the slab at 50/~5-1)
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From page 148... ...
When N = 1, the steel in the short direction is required for bending moment. On the other hand, when N = 2, the short-direction reinforcement is equal to the minimum required, i.e., 0.3% of the effective concrete section of the beams.
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From page 149... ...
BY = Width of beams parallel to short direction of rectangular slabs (in the text, the symbol bs is used)
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From page 150... ...
N = 1, when reinforcement in short direction of rectangular slab is governed by minimum reinforcement requirements. = 2, when reinforcement of all beams exceeds minimum reinforcement requirements.
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From page 151... ...
APPEMDrKES 151 [ABLE V~I-A tab 24x 40 ~ L /~ = 200 ~XBX YBY LID PX AX PY AY K 4 .01 4 38 48 4 .02 5 38 48 4 .03 6 3 8 .02 5 3 8 .03 7 3 8 .04 8 3 8 .05 8 3 8 .06 10 3 _ 12 .03 7 3 12 .04 8 3 12 .05 9 3 12 .06 10 3 12 .07 12 3 12 .08 12 3 12 .09 13 3 12 14 3 12 14 3 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 34.28 Lo ~8 34.28 .65 .20 .58_ .23 .52 .25 1.04 .41 .76 .42 .73 .83 .63 .12 1.05 .85 .88 .69 .82 _ .
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From page 152... ...
Tab 24x 40 ~ L /^ = 200 1-C D x Sx Y BY L/D PX AX PY AY K N 24 19 24 20 24 21 24 22 28 .07 13 28 .08 14 28 .~9 28 28 .
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From page 153... ...
APPENDICES 153 TABLE V~I-A (Cont'd)
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From page 154... ...
Stab 24 x 40 ft L /6 = 200 W 1-C D X BX Y BY L/D PX AX PY AY K 90 95 95 95 95 95 95 95 100 100 100 100 100 100 100 105 105 105 105 105 105 .
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From page 155... ...
Slab 24 x 40 ft L /A = 200 l W 1-C D X BX Y BY L/D PX AX PY AY K N 130 135 135 135 135 135 135 135 140 140 140 140 30 3 8 24 3 12 26 3 10 4 B 16.00 4 14 20.00 4 10 18.46 27 3 10 4 10 17.77 1.50 28 3 10 4 10 17.14 1.39 29 3 8 4 10 16.55 1.62 1.46 3.51 .89 2.15 1 2 1.58 4.55 .83 2.79 1 2 1.61 4.20 .99 2.58 _1 2 4.05 .92 2.48 1 2 3.90 .85 2.39 1 2 3.77 .79 2.31 1 2 30 3 8 4 8 16.00 1.51 3.64 31 3 8 4 8 15.48 1.42 3.53 24 3 12 4 14 20.00 1.64 4.72 26 3 10 27 3 10 28 3 10 4 4 4 10 10 10 .93 2.23 1 2 .87 2.16 1 2 .86 2.90 1 2 18.46 1.67 4.361.03 2.67 -~ -- 2 17.77 1.55 4.20.95 2.58 1 2 17.14 1.44 4.05 .88 2.48 1 2 140 140 140 145 145 145 145 145 145 145 150 150 150 150 150 150 150 29 3 10 30 3 8 31 3 8 23 3 14 25 3 12 10 16.55 10 16.00 8 15.48 14 20.86 12 19.20 1.343.91 1.573.78 ._ _ 1.473.66 .90 1.585.11 .97 1.564.70 .96 .82 2.40 1 2 .77 2.32 1 2 2.24 1 2 3.13 1 2 2.88 1 2 27 3 10 4 10 17.77 1.61 4.35.98 2.67 1 2 28 3 10 4 10 17.14 1.49 4.19.92 2.57 1 2 29 3 10 4 10 16.55 1.39 4.05·85 2.48 1 2 30 3 10 4 10 16.00 1.30 3.91.BO 2.40 1 2 31 3 8 4 10 15.48 1.52 3.79.75 2.32 1 2 23 3 14 4 14 20.86 1.64 5.281.00 3.24 1 2 25 3 12 4 12 27 3 10 4 10 28 3 10 4 10 29 30 31 19.20 1.62 4.86 .99 2.98 1 2 17.77 1.66 4.50 1.02 2.76 1 2 17.14 1.55 4.34 _ .95 2.66 1 2 3 10 4 10 16.55 1.44 4.19 .88 2.57 1 2 3 10 4 10 16.00 1.35 4.05 .82 2.48 1 2 3 10 4 10 15.48 1.26 3.92 .77 2.40 1 2
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From page 156... ...
156 APPENDIXES TABLE VIII-B Slab 24 x 40 ft L /~ = 300 W 1-C D X BX Y BY L/O PX AX PY AY K N 4 .01 4 3 8 4 8 4 .02 6 3 8 4 8 4 eO3 7 3 8 4 8 8 .02 6 3 8 4 8 8 eD3 8 3 8 4 8 8 o04 9 3 ~4 8 8 .05 10 3 8 o06 11 3 o50 .16 .28 .09 a41 o19 .21 o10 e43 .24 a21 .12 .67 .32 .37 el8 a58 .37 .31 .19 - = ~39 .29 .20 ~ 5 5 ~ _ _ _ .54 .43 .27 .22 .55 __~48 _ e27 _~24 .75 .48 .42 .27 a63 .50 .35 a28 e61 .54 a33 a29 8 4 8 8 4 8 _ _ 12 .03 8 3 8 4 8 12 e04 10 3 8 4 8 12 e05 11 3 8 4 8 12 .06 13 3 8 4 8 12 .07 14 3 8 4 8 12 a08 15 3 8 4 8 .
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From page 157... ...
8 4 8 8 4 8 8 4 8 22.85 21 3 10 4 8 22.85 22 3 8 4 8 21.81 22 3 10 4 8 21.81 23 3 8 4 8 20.86 24 3 8 4 8 20.00 25 3 8 4 8 19.20 .89 1.28 .89 1.42 .81 1.37 APPENDrKES 157 TABLE V m-B (Cont'd)
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From page 158... ...
158 APPENDrXES TABLE V m-B (Cont'd)
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From page 159... ...
29 -- 3 8 4 30 ~ 8 4 31 3 8 4 APPE ~ r~ES 159 TABLE V m-B (Cont'd)
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From page 160... ...
Slab 24 x 40 It L /^ = 300 W 1-C ~ X BX Y BY L/D PX AX PY AY K 120 120 120 120 120 120 120 125 125 125 125 125 28 3 ~4 8 17.14 1.55 3.48 28 ~10 4 8 17.14 1.24 3.47 29 3 8 4 8 16.55 1.44 3.35 8 4 31 3 8 4 32 3 8 4 33 3 8 4 27 3 10 4 27 3 12 4 .
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From page 161... ...
APPENDIXES 161 TABLE Vm-B (Cont'd)
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From page 162... ...
8 8 25.26 8 25.26 162 APPENDICES TABLE vary-c Slab 24x 40 ~ L /6 = 360 W 1-C D X ax Y BY L/D PX AX PY AY K N 4 .01 5 3 4 .02 6 3 4 .03 8 3 8 .02 7 3 8 .03 8 3 S .04 10 3 8 .05 11 3 8 .06 13 3 12 .03 9 ~ 12 .04 11 3 12 .05 12 3 12 .06 14 3 12 .07 15 3 12 .08 17 3 12 .09 18 3 8 4 12 19 3 8 4 2 19 3 10 4 12 12 12 12 21 3 10 4 822.85 12 22 3 8 4 821.81 16 .04 11 3 ~4 8 16 .~5 13 3 8 4 8 16 .06 14 3 8 4 8 16 .07 16 3 8 4 8 16 .08 18 3 8 4 8 16 .09 19 3 8 4 8 16 20 3 8 4 824.00 _ _ 16 16 16 16 16 16 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 8 4 8 .15 ._18 .35 .22 .56 .31 .56 .36 _ .47 .37 .25 .20 .46 .40 .27 .24 .43 .45 .26 .27 .24 .25 .27 .08 .
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From page 163... ...
Slab 24 x 40 ~ Law= 360 W 1-C D X BX Y BY L/D PX AX PY AY K ~ , .
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From page 164... ...
Slab 24 x 40 ft L/^ = 360 w 1-C D x BX Y BY L/D PX AX PYAY K N .541.03 2 2 .49.99 2 2 .49e99 2 2 .80 1.67 .46 .95 2 2 50 24 3 12 4 8 20~00 .64 1.87 50 25 3 8 4 8 19.20 .94 1.88 50 25 3 10 ~8 19.20 .70 _1~75 50 26 3 8 4 8 18~46 .-v ..
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From page 165... ...
Slab 24 x 40 ~ L /~ = 360 W 1-C D X BX Y BY L/D PX AX PY AY K N 80 28 3 8 4 80 28 3 10 4 80 29 3 8 4 B 17.14 1.12 Z.5z .63 1.4Z 2 2 B 17.14 .83 2.33 .63 1.42 2 2 B 16.55 .97 2.26 .59 1.37 2 2 8 16.55 .77 2.23 .59 1.37 1 2 8 16.00 .90 2.16 .55 1.32 1 2 8 15.48 .84 2.09 .51 1.28 1 2 29 3 10 4 30 3 8 4 31 3 8 4 _ 32 3 8 4 8 15.00 ~ 33 3 8 4 8 14.54 34 3 8 4 8 14.11 .79 2.02 .48 -r.24 1- ~ .74 1.96 .45 1.20 1 2 .70 1.90 .43 1.17 1 2 28 3 8 4 8 17.14 1.22 2.75.67 1.51 Z Z 28 3 10 4 8 17.14 .90 2.52.67 1.51 2 2 29 3 8 4 8 16.55 1.05 2.45.62 1.45 2 2 29 3 10 4 8 16.55 .81 2.-37 .6-2 1.45- ~ lE 30 3 8 4 8 16.00 .95 2.29 .58 1.4' 1 2 31 3 8 4 8 15.48 .89 2.22 .55 1.36 1 2 32 3 8 4 8 15.00 ~~ 33 3 8 4 34 3 8 4 90 90 31 3 8 4 32 3 8 4 90 33 3 8 4 - 90 34 3 8 4 90 35 3 8 4 95 29 3 8 4 95 29 3 10 4 95 30 3 8 4 8 15.48 .94 2.35 .58 1.44 1 2 8 15.00 .89 2.27 .54 1.39 1 2 _ .
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From page 166... ...
166 APPENDICES TABLE vnu-c (Cons' d)
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From page 167... ...
Slab 24 x 40 It L/^ = 360 W 1-C D X BX Y BY L/D PX AX PY AY K N 140 37 3 8 4 8 12.97 145 30 3 10 4 10 16.00 145 30 3 12 4 10 16.00 1.03 3.06 .63 1.88 1 2 1.42 4.28 .80 2.40 2 2 1.10 3.96 .80 2.40 2 2 145 32 3 8 4 10 15.00 1.49 145 32 3 10 4 10 15.00 1.14 145 33 3 8 4 8 14.54 1.34 145 34 3 8 4 8 14.11 1.27 145 35 3 8 4 8 13.71 1.19 .
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From page 168... ...
168 APPENDICES TABLE EX-A Slab 30x50ft L /^ = 200 W 1-C D X BX Y BY L/D PX AX PY AY K N 4 .01 4 .01 4 .02 4 .02 4 .03 .
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From page 169... ...
_ 16 16 16 16 16 16 16 16 16 16 23 4 20 .05 13 3 20 .05 13 4 20 .06 14 3 20 .06 14 4 20 .07 16 3 20 .07 16 4 20 .08 18 3 20 .08 18 4 20 .09 19 3 20 .09 19 4 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 8 5 8 28.57 8 5 8 27.27 8 5 8 26.08 .71 1.20 .65 1.15 .59 1.10 .59 1 2 .56 1 2 .55 1 1 18 4 8 ~8 33.33 .78 1.13- .48 .69 Z Z 18 4 10 ~8 33.33 .58 1.05 .48 .69 2 2 19 4 8 5 8 31.57 .65 .99 .43 .65 1 2 20 4 8 5 8 30.00 .59 .94 .38 .62 1 2 21 4 8 5 8 28.57 .53 .90 .35 .59 1 2 22 4 8 5 8 27.27 .49 .86 .32 .56 1 2 ~ L fat C)
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From page 170... ...
170 APPENDICES TABLE rK-A (Cont'd)
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From page 171... ...
APPENDIXES 17 1 TABLE IX-A (Cons 'd)
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From page 172... ...
Slab 30 x 50 It L /~ = 200 W 1-C D X OX Y BY L/D PX AX PY AY K N _ 55 23 3 10 5 8 26~081~74 4~001~01 1~85 2 2 55 23 3 12 5 8 26~081~37 3~781~01 1~85 ~ 2 55 26 3 8 5 8 23~071~61 3~34.79 1~64 1 2 55 27 3 8 5 8 22~221~49 3~22o73 1~58 1 2 55 28 3 8 5 8 21~421~38 3~11o68 1.5L 1 2 55 29 3 8 5 8 20~681~29 3~00e63 1~47 1 2 55 30 3 8 5 8 20~001~20 2~90.59 1~42 1 2 55 31 3 8 5 8 19~351~13 2~80.55 1~37 1 2 55 23 4 8 5 8 26~081~57 2~901~01 1~85 2 2 55 23 4 10 5 8 26~081~23 2~831~01 1~85 1 2 55 24 4 8 5 8 25~001~41 2~72.92 1~78 1 2 55 25 4 ~5 8 24~001~30 2~61.85 1~71 1 2 55 26 4 ~5 8 23~071~20 2~51e79 1~64 1 2 55 27 4 8 5 8 22~221~11 2~41.73 1~58 1 2 . 55 28 4 8 5 8 21~421.04 2~33a68 1~52 1 2 55 29 4 8 5 8 20~68.97 2~25.63 1~47 1 2 60 24 3 10 5 8 25~001~64 3~951~01 1~94 1 2 60 27 3 8 5 8 22~22 1~62 3~51a79 1~72~ 60 28 3 8 5 8 21~42 1~51 3~39o74 1~661 2 60 29 3 8 5 8 20~68 1~41 3~27.69 1~601 2 60 30 3 8 5 8 20~00 1~31 3~16.64 1~551 2 60 31 3 8 5 8 19~35 1~23 3~06.60 1~501 2 60 32 3 8 5 8 18~75 1~15 2~96e56 1~451 2 60 23 4 8 5 8 26~08 1.8~ Joann: J=~U me if'' 60 23 4 10 5 8 26~08 1~34 3~09 1~10 2~02 1 2 6G 24 4 8 5 8 25~00 1.54 2.96 1.01 1.94 1 2 60 25 4 8 5 8 24~00 1~42 2~84 a93 1~86 1 2 60 26 4 8 5 8 23~07 1.31 2~74 .86 1~79 1 2 60 27 4 B 5 8 22~22 1~22 2~63 a79 1~72 1 2 _ 60 28 4 ~5 8 21~42 1~13 2~54 .74 1~66 1 ~ 60 29 4 8 ~8 20~68 1~05 2~45 a69 1~60 1 2 65 25 3 10 5 8 24~00 1~64 4~11 1~01 2~02 1 2 _ ~ ~, _ · ~ ~ · ^^ ~ ~ e80 1~80 1 2 .75 1~74 1 2 a70 1~68 1 2 65 28 3 8 5 8 21~42 1~64 3~' 65 29 3 8 5 8 20.
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From page 173... ...
Slab 30 x 50 It L /~ = 200 ~ 1-C D X BX Y BY L/D PX AX PY AY K 70 28 4 ~Z1.4Z 1.~d i.~b.~t 1.94 1 2 70 29 4 8 5 8 20.68 1.23 2.86.80 1.87 1 2 70 30 4 8 5 8 20.00 1.15 2.77.75 1.81 1 2 .
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From page 174... ...
Slab 30 x 50 It L /~ = 200 W 1-C D X BX Y BY L/D PX AX PY AY K N 90 31 4 8 5 8 19.35 1.39 3.44 .91 2.25 1 2 90 32 4 8 5 8 18.75 1.30 3.33 .85 2.18 1 2 90 33 4 8 5 8 18.18 1.22 3.23_ _ .80 2.12 1 2 90 34 4 8 5 8 17.~4 [.iS 3.14 .7 ~2.~5 -- [ 90 35 4 8 5 8 17.14 1.09 3.05 .71 1.99 1 2 95 28 3 12 5 10 21.42 1.S9 5.37 .94 2.63 1 2 95 95 95 95 95 95 95 95 95 ~5 95 95 30 3 10 5 8 20.00 1.67 5.01 1.UZ Z.4b 1 31 3 10 5 34 3 8 5 8 19.35 1.56 4.85 8 17.64 1.62 4.42 35 3 36 3 37 3 29 4 30 48 5 31 48 5 .
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From page 175... ...
APPENDIXES 175 TABLE IX-A (Cont'd)
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From page 176... ...
17 6 APPENDIXES .~ TABLE IX-A (Cont'd)
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From page 177... ...
APPEARS 177 ~ ~ ~ ~ ~ X ~ ~ L ~ = 2 W 1-CD X BX Y BY L/D PX AX PY AY K N 150 150 150 130 37 4 150 38 4 4 10 5 10 17~64 1~54 4 10 5 10 17e14 1e45 4 1Q 5 10 16~66 1~37 0 5 10 16~21 1~30 8 5 10 15~78 1~54 5eZ3 1~00 3~43 1 Z 5~08 egg 3e33 1 2 4`g4 egO 3e24 1 2 85 3~15 1 2 e80 3e06 1 2 4e68
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From page 178... ...
.29 .23 e29 o23 o25 .24 .25 .24 .27 .28 e27 .28 _ 7 _ _ ___ .27 .36 17 8 APPE NDIXES TABLE IX-B Slab 30 x 50 ft .
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From page 179... ...
Slab 30 x 50 It W 1-C ~X BX Y BY L /D 16 16 16 6 16 16 16 16 _6 16 16 L /~ = 300 PX AX PY AY K .51 .57 2 1 .57 2 1 16 o09 22 4 ~5 8 o49 .86 e29 16 24 3 8 5 8 25~00 e63 1~20 .30 16 24 3 10 5 8 25~00 e47 1~13 .30 25 3 8 5 8 24~00 .53 1~07 o30 .60 2 1 25 3 10 5 8 24~0Q .40 1~01 .30 a60 2 1 26 3 ~23~07 .46 __~97_ e_30 a62_ 1 1 27 3 8 5 8 22~22 o43 .93 .30 .64 i 1 22.
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From page 180... ...
180 APPENDIXES TABLE EX-B (Cont'd)
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From page 181... ...
Slab 30 x 50 It L /~ = 300 W 1-C D X BX Y BY L/D PX AX PY AY K N 36 31 3 8 5 8 19.35 .74 1.83 .36.~0 1 2 36 32 3 8 5 8 18.75 .69 1.78 .34.87 1 2 36 33 3 8 5 8 18.18 .65 1.72 .32.84 1 2 36 34 3 8 5 8 17.64 .61 1.67 .30.82 ~ 2 36 26 4 8 5 8 23.07 .91 1.89 .511.07 2 2 36 26 4 10 5 8 23.07 .68 1.76 .511.07 2 2 36 27 4 8 5 8 22.22 .78 1.69 -- - .471.03 2 ~E 36 27 4 10 5 8 22.22 .58 1.58 .471.03 2 2 36 28 4 8 5 8 21.42 .68 1.52 .44.99 1 2 36 29 4 8 5 8 20.68 .63 1.47 .41.96 1 2 36 30 4 8 5 8 20.00 .59 1.42 .38.93 1 2 36 31 4 8 5 8 19.35 .55 1.37 .36.90 1 2 36 32 4 8 5 8 18.75 .52 1.33 .34.87 1 2 40 26 3 12 5 8 23.07 .89 2.80 .571.19 2 2 40 26 3 14 5 8 23.07 .73 2.66 .571.19 2 2 40 27 3 10 5 8 22.22 .98 2.66 .531.15 2 2 40 27 3 12 5 8 22.22 .77 2.50 .531.15 2 2 40 28 3 10 5 8 21.42 .85 2.38 .491.11 2 2 40 28 3 12 5 8 21.42 .67 2.26 .491.11 1 2 40 29 3 8 5 8 20.68 .99 2.31 .461.07 2 2 40 29 3 10 5 8 20.68 .75 2.18 .461.07 1 2 40 40 40 40 40 40 40 40 40 40 40 40 40 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 45 50 8 5 8 20.00 8 5 8 19.35 32 3 8 5 8 18.75 26 4 10 5 8 23.07 26 4 12 5 8 23.07 27 4 8 5 8 22.22 27 4 10 5 8 22.22 28 4 8 5 8 21.42 28 4 10 5 8 21.42 29 4 8 5 8 20.68 30 4 8 5 8 20.00 31 4 8 5 8 19.35 32 4 8 5 8 18.75 27 3 12 5 8 22.22 27 3 14 5 8 22.22 28 3 10 5 8 21.42 28 3 12 5 8 21.42 .87 2.11 .43 1.03 1 2 .82 2.04 .40 1.00 1 2 .78 2~03 .61 1~92 a90 1~95 a67 1~81 .78 1~75 · J 1 · 7 1 ~C a57 1~19 2 2 .57 1~19 2 2 a5 a53 1~15 2 2 .49 1~11 2 2 a49 1~11 1 2 e46 1~07 1 2 .43 1~03 1 2 ~_ ~ 40~0 e37 o97 1 2 .59 1~29 2 2 .60 1.69 .70 1.63 .6S 1.58 .01 1~53 ~ 57 1 ~ 48 e90 2~92 73 2 ~ 78 e99 2~79 78 2 ~ 62 a59 1~29 29 .55 1~24 2 2 e55 1~24 2 2 29 3 8 5 8 20~68 1.17 2~72 e52 1~20 2 2 29 3 10 5 8 20 ~ 68 ~ 86 2 ~ 5 1 ~ 52 1 ~ 20 2 2 30 3 8 5 8 20 ~ 00 1 ~ 02_ 2 ~ 44 ~ 48 1 ~ 16 2 2 30 3 10 ~8 20~00 a79 2~37 31 3 8 5 8 19~35 e92 Ze29 32 3 8 5 8 18~75 e86 2~22 33 3 '8 5 8 18e 18 27 4 10 5 8 22~22 27 4 12 ~8 22 ~ 22 =8 1~16 1 2 .45 1e 12 1 2 o42 1~09 1 2 _ _ .~1 Z.1b a78 2~12 e62 2~00 ~ 41 o59 1~29 2 2 .59 le29 2 2 28 48 5 8 21~42 .91 ~J 28 4 10 5 8 21~42 e68 1~90 e55 1~24 1 2 29 4 8 5 8 20e 68 ~ 79 1 ~ 84 ~ 52 1 ~ 20 2 2 29 4 10 5 8 20.68 30 4 8 !
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From page 182... ...
182 APPENDIXES TABLE IX-B (Cont'd)
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From page 185... ...
Slab 30 x 50 It L /~ = 300 W 1-C D X BX Y BY L/D PX AX PY AY K N 9535 4 8 5 8 17.141.15 3.22 .75 2.11 1 2 9536 4 8 5 8 16.661.08 3.13 .71 2.05 1 2 9537 4 8 5 8 16.211.03 3.04 .67 1.99 1 2 9538 4 8 ~8 15.78.97 2.96 .~T 1.94 1 2 10033 3 10 5 8 18.181.54 5.09 .89 2.35 2 2 10033 3 12 5 8 18.181.21 4.79 .89 2.35 1 2 10035 3 8 5 8 17.141.65 4.63 .79 2.22 2 2 10035 3 10 5 8 17.141.29 4.52 .79 2.22 1 2 10036 3 8 5 8 16.661.52 4.39 .75 2.16 1 2 10037 3 ~5 8 16.211.44 4.27 .71 2.10 1 Z 10038 3 8 5 8 15.781.37 4.16 .67 2.04 1 2 100_ 39 3 8 5 8 15.381.30 4.05 .63 1.99 1 2 10040 3 8 5 8 15.001.23 3.95 .60 1.94 1 2 10033 4 8 5 8 18.181.40 3.70 .89 2.35 2 2 10033 4 10 5 8 18.181.09 3.59 .89 2.35 1 2 100 34 4 8 5 8 17.64 1.2~- 3.49 .84 2.28 1 2 100 35 4 8 5 8 17.14 1.21 3.39 .79 2.22 1 2 100 36 4 8 5 8 16.66 1.14 3.29 .75 2.16 1 2 100 37 4 8 5 8 16.21 1.08 3.20 .71 2.10 1 2 100 38 4 8 5 8 15.78 1.02 3.12 .67 2.04 1 2 100 39 4 8 5 8 15.38 .97 3.04 .63 1.99 1 2 105 33 3 10 5 105 33 ~12 5 8 18.18 1.27 5.03 .93 2.47 1 2 105 34 3 10 5 8 17.64 1.45 4.94 .88 2.40 2 2 05 34 3 12 5 8 17.64 1.19 4.88 .88 2.40 1 2 105 35 3 ~5 8 17.14 1.78 4.99 .83 2.33 2 2 105 35 3 10 5 8 17.14 1.35 4.74 .83 2.33 1 2 105 36 3 8 5 8 16.66 1.60 4.61 .78 2.26 1 2 105 37 3 8 5 8 16.21 1.51 4.49 .74 2.20 1 2 105 38 3 ~5 8 15.78 1.43 4.37 .70 2.14 1 2 105 39 3 B 5 8 15.38 1.36 4.26 .67 2.09 1 2 105 33 4 8 5 8 18.18 1.50 3.98 .93 2.47 2 2 105 33 4 10 5 8 18.18 1.14 3.77 _ .93 2.47 1 2 105 34 4 8 5 817.64 1.34 3.66 .88 2.40 1 2 105 35 4 8 5 817.14 1.27 3.56 .83 2.33 1 2 105 36 4 ~5 816.66 1.20 3.46 .78 2.26 1 2 105 37 4 8 5 816.21 1.13 3.36 .74 2.20 1 2 105 38 4 8 5 815.78 1.07 3.28 .70 2.14 1 2 105 39 4 8 5 815.38 1.02 3.19 .67 2.09 1 2 110 32 3 12 ~1018.75 1.55 5.97 .83 2.67 2 2 110 32 3 14 5 1018.75 1.24 5.56 .83 2.67 2 2 110 34 ~10 5 817.64 -1.55 5.29 .92 2.51 2 2 110 34 3 12 5 817.64 1.25 5.12 .92 2.51 1 2 .14 1.42 4.97 .87 2.44 1 2 110 110 110 110 110 110 36 3 10 5 37 3 8 5 38 3 8 8 16.66 1.34 4.83 8 16.21 1.59 4.70 8 15.78 1.50 4.58 .82 2.37 1 2 .78 2.31 1 2 .74 2.25 1 2 39 3 33 4 t5 ~1~.
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From page 186... ...
Slab 30 x 50 It L /A = 300 W 1-C ~ X BX Y BY L/D PX AX PY AY K N 110 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 115 120 120 120 120 120 120 39 4 8 5 8 15.38 1.07 -~.34 33 3 12 5 10 18.18 1.44 5.74 33 3 14 5 10 18.18 1.19 5.51 .~O Z.19 1 ~ .82 2.70 2 2 .82 2.70 1 2 34 3 10 5 34 3 12 5 35 3 10 5 36 3 10 5 8 16.66 1.40 5.05 37 3 10 5 8 16.2L 1.33 4.92 38 3 ~5 8 15.78 1.57__4.79 39 3 8 5 8 15.38 l.4g 4.66 .73 2.2g 1 2 34 4 8 5 10 17.64 1.51 4.11 .77 2.63 2 2 34 4 10 5 10 17.64 1.18 4.01 .77 2.63 1 2 35 4 36 4 37 4 8 17.64 1.66 5.65 8 17.64 1.31 5.35 8 17.14 1.48 5.20 .96 2.63 2 -- 2.96 2.63 1 2 .91 2.55 1 2 .86 2.48 1 2 .81 2.41 1 2 .77 2.35 1 2 R ~8 17.14 1.39 3.90 8 16.66 1.31 3.79 8 16.21 1.24 3.69 38 4 39 4 40 4 (} l Id ~ ID 15.18 1.
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From page 187... ...
Slab 30 x 50 It L /~ = 300 W 1-C D X BX Y BY L/D PX AX PYAY K N ___ 3035 3 10 5 10 17-14 1-75 6-14 ·82 2-88 2 2 3035 3 12 5 10 17~14 1-40 5-88 a82 2-88 1 2 3036 3 10 5 8 16~66 1-58 5-71 a97 2~80 1 2 3037 3 10 5 3038 3 10 5 30_ 39 3 10 5 30 30 30 8 16~21 1~50 5-56 ·92 2~73 1 2 8 15-78 1~42 5-41 ·87 2~66 1 2 8 15~38 1~35 5~27 ·83 2-59 1 2 40 3 10 58 15~00 1~28 5~14 33 4 10 510 18~18 1~48 4-90 33 4 12 510 18~18 1~18 4~67 .78 2.52 1 2 o92 3~06 2 2 e92 3~06 1 2 30 35 48 5i0 ~ 8 2 2 30 35 4 i0 5 10 17-14 1-26 4-41 ·82 2-88 1 2 30 36 4 8 5 8 16~66 1-48 4-28 .97 2~80 1 2 130 37 4 8 5 5 16~21 le40 4~17 e92 2~73 1 2 30 38 4 8 5 8 578 1~33 4~06 .87 2~66 1 2 30 39 4 8 5 8 15-38 1~26 3-95 ·83 2~59 1 2 36 4 8 510 16~66 1~54 4-45 37 4 8 58 16~21 1~46 4~33 38 4 8 58 1S.78 1.38 4-21 39 4 8 58 15~38 1~31 4~11 40 4 8 58 15~00 1~25 4-00 33 3 14 5 _12 18.18 1~54 7~13 30 35 35 135 135 35 35 35 3> 35 35 35 35 35 35 35 35 135 i35 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 45 45 45 40 48 58 15~00 1~20 3~85 33 314 ~12 18~18 1~46_ 6~75_ _ 33 316 512 18~18 1~22 -6~47 34 312 510 17~64 1~61 6~57 34 3 14 5 10 17-64 1~32 6~28 35 3 12 5 10 17~14 1~45 6~10 36 3 10 5 10 16~66 1~64 5~93 37 3 10 5 8 16.21 1.56 5.7?
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From page 188... ...
188 APPENDIXES TABLE [X-B (Cont'd)
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From page 189... ...
APPENDIXES 189 TACIT IX-C Slab 30 X 50 ~ L /~ = 360 W 1-C D X BX Y BY L/D PX AX PY AY ~ N 4 .01 4 .01 4 .02 4 .02 4 .03 4 .03 8 .02 8 .02 8 5 8 8 5 8 8 5 8 8 5 8 8 5 8 5 8 8 5 8 8 5 _8 8 5 8 8 5 8 8 5 8 8 5 8 8 5 8 8 5 8 .
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From page 190... ...
Slab 30 x 50 It L /~ = 360 W 1-CD X BX Y BY L /D 16 .0822 4 8 5 8 16 .0925 3 ~5 8 16 .0925 4 ~5 8 6 16 6 16 16 16 16 16 16 16 16 16 .561.12 .39.78 .581.21 .441.14 .501.09 .29 .29 .29 .30 .30 .30 .51 .58 .58 .6Z Z 1 .62 2 1 .64 2 1 26 3 8 5 8 23~07 26 3 10 5 27 3 8 5 ~ 1 ~ 1U ~ 28 3 8 5 28 3 10 5 - ^ ~ ~ ~ ~ ~^ ~ n ~n 8 23~07 8 22e 22 _ 8 22.
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From page 191... ...
Slab 30 x 50 It L/~= 360 W 1 C ~ D X DX Y BY L/D PX .48 1.41 .56 1.36 .42 1.28 24 24 24 24 24 24 24 27 4 10 5 24 28 4 8 5 24 28 4 10 5 ~ 24 29 4 8 5 24 29 4 10 5 24 30 4 8 ~ _ .
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From page 192... ...
Slab 30 x 50 ft L /6 = 360 W 1-CD X BX YBY L/D PX AX PY AY K N 36 31 3 10 58 19~35 36 32 3 8 58 18.75 36 32 3 10 58 18~75 36 33 3 8 58 18~18 e66 1~74 e32 .84 2 2 36 33 3 10 58 18~18 .52 1~72 .32 e84 1 2 36 34 3 8 S8 17~64 e61 1~67 .30 o82 1 2 36 35 3 8 ~8 17~14 e58 1~62 a30 ~~ a84 1 1 36 29 4 8 5 8 20~68 .75 1~74 o41 e96 2 2 36 29 4 10 5 8 20~68 .56 1~63 .41 a96 2 2 36 ~ ~~ -- _ 36 36 36 36 36 ~F_ 30 4 10 5 8 20~00 31 4 8 5 8 19~35 31 4 10 5 8 19~35 32 4 8 5 8 18~75 33 4 8 5 8 18~18 34 4 8 5 8 17~64 35 4 8 5 8 17~14 28 3 14 5 8 21~42 36 36 40 40 40 40 a63 1~b .74 1~90 .55 1~79 ~6 .34 .34 .90 Z 2 .87 2 2 a87 2 2 ,~ .66 1~58 .49 1~48 .58 1~44 e38 a38 o36 o93 Z Z .93 2 2 e90__2 2 .44 1~37 e52 1~33 .49 1~29 e46 1~25 a43 1~22 a69 2~72 a49 1~11 2 2 28 3 16 5 8 21~42 a58 2~-62- e49 1~11 -2 2~ 29 3 12 5 8 20~68 .74 2~57 .46 1~07 2 2 29 3 14 5 8 20~68 e60 2~46 .46 1~07 2 2 .36 o90 -1 .34 .87 1 2 e32 a84 1 2 e30 o8Z 1 o30 e84 1 1 _~~~ 33 3 8 5 8 18~18 33 3 10 5 8 18~18 34 3 8 5 8 17e64 26 4 14 5 8 23~07 26 4 16 5 8 23~07 27 4 12 5 8 22~22 27 4 14 ~8 22~22 28 4 10 5 8 21~42 28 4 12 5 8 21~42 29 4 10 5 8 20~68 29 4 12 5 8 20~68 30 4 8 5 8 20~00 30 4 10 5 8 20~00 31 4 8 5 8 19~35 31 4 10 5 8 19~35 32 4 8 5 8 18~75 8 18~75 32 4 10 5 29 3 14 5 8 20~68 29 3 16 5 8 20~68 30 3 12 5 8 20~00 40 40 40 ~0 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 45 45 45 45 45 45 45 ~5 45 45 45 30 3 10 5 30 3 12 5_ 31 3 10 5 31 3 12 5 32 3 8 5 8 20~00 8 20~00 8 19.3S 8 19~35 8 18~75 .82 2~47 a64 2~33 .72 2~24 .57 2~13 .85 2~19 .43 1~03 2 2 .43 1~03 2_2 .40 1~00 2 2 o40 1~00 2 2 .37 o97 2 2 e642~04 .37 .97 2 2 .752~00 o35 .94 2 2 .58 1~91 o35 e94_ _1 2 a68 1~86 e33 a91 1 2 .63 2~32 a57 1~19 2 2 .53 2~24 .57 1~19 2 2 a67 2~18 o53 1~15 2 2 a55 2~09 .53 1~15 2 2 o74 2~07 a49 1~11 2_2 a58 ie96 .49 1~1-1 2 2 o64 1~87 .46 1~07 2 2 o51 1~78 .46 1~07 2 2 .75 1~81 e43 1~03 2 2 .56 1~70 .43 1~03 2 2 .66 1~65 .40 1~00 2 2 .50 1~55 a40 le00 2 2 e58 1.50 a37 .97 2 2 .46 1~48 .37 a97 1 2 .70 2~86 .52 1~20 2 2 o59 2~76 .52 1~20 2 2 .75 2~72 e48 _1~16 _2 2 30 3 14 5 8 20~00 e62 2~60 e48 1~16 2-2 31 3 10 5 8 19~35 .84 2~62 .45 1~12 2 2 31 3 12 5 8 19~35 .66 2~47 .45 1~12 2 2 ~.
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From page 193... ...
APPENDIXES 193 TABLE B-C (Cont'd)
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From page 194... ...
194 APPENDIXES TABLE IX-C (Cons 'd)
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From page 195... ...
APPENDIXES 195 TABLE IX-C (Cont'd)
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From page 196... ...
196 APPENDIXES TABLE {X-C (Cont'd)
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From page 197... ...
Slab 30 x 50 It L /~ = 360 ~ 1-C D X 8X Y BY L/D PX AX PY AY K N 100 100 100 40 3 41 3 42 3 8 5 8 5 8 5 8 lS.00 1.23 3.95 8 14.63 1.17 3.86 8 14.28 1.12 3.76 100 100 100 43 3 8 5 8 13.951.07 3.68 36 4 8 5 8 16.661.25 3.60 36 4 10 5 8 16.66.91 3.30 100 37 4 8 5 8 16.211.11 3.30 100 37 4 10 5 8 16.21.86 3.20 100 38 4 8 5 _8 15.78 1.02 _ 3.12 100 100 100 .60 1.94 1 ~ .57 1.89 1 2 .55 1.85 1_ 2 .52 1.8~E .75 2.16 2 2 .75 2.16 2 2 -.71 2.10 2 2 .71 2.10 1 2 .67 2.04_ 1 2 .g73.04 .63 1.99 ~ 2 .922.96 .60 1.94 1 2 .882.89 .57 1.89 1 2 - - .55 1.85 1 2 .74 2.20 2 2 .74 2.20 2 2 39 4 8 5 40 4 8 5 41 4 8 5 100 42 4 8 5 105 37 3 10 5 105 37 3 12 5 8 15.38 8 15.00 8 14.63 8 14.28.84 2.82 8 16.211.30 4.84 8 16.211.01 4.50 105 105 105 105 05 105 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 110 10 110 110 115 115 115 115 115 115 115 .70 2.14 1 2 .67 2.09 1 2 .63 2.04 1 2 .60 1.99 1 2 .57 1.94 1 2 38 4 8 5 39 4 8 5 40 4 8 5 41 4 8 5 42 4 8 5 43 4 8 5 8 13.95.84 2.89 .55 1.89 1 2 37 3 10 5 8 16.211.40 5.18 .78 2.31 2 2 37 3 12 5 8 16.21 1.08 4.79 .78__2.31 _2 2 39 3 8 5 8 15.38 1.54 4.81 - .70 - 2.19 2 2 39 3 10 5 8 15.38 1.14 4.46 .70 2.19 1 2 40 3 8 5 8 15.00 1.37 4.41 .66 2.13 2 2 40 3 10 5 8 15.00 1.08 4.35 .66 2.13 1 2 41 3 8 5 8 14.63 1.29 4.24 .63 2.08 1 2 42 3 8 5 8 14.28 1.23 4.14 .60 2.03 1 2 43 3 8 5 8 13.95 1.17 4.05 .57 1.98 1 2 44 3 8 5 8 13.63 1.12 3.95 .55 1.94 1 2 37 4 8 5 8 16.21 1.27 3.77 .78 2.31 2 2 37 4 10 5 8 16.21 .95 3.53 .78 2.31 1 2 38 4 8 5 8 15.78 1.13 3.46 .74 2.25 2 2 38 4 10 5 8 15.78 .90 3.43 .74 2.25 1 2 ~ 39 4 8 5 8 15.38 1.07 3.34 .70 2.19 1 2 40 4 8 5 8 15.00 1.02 3.26 .66 2.13 1 2 41 4 8 5 8 14.63 .97 3.18 .63 2.08 1 2 .
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From page 199... ...
APPENDIXES 199 TABLE XI-C Slab 30 x 30 It L /A = 360 w 1-C D X BX Y BY L/D PX AX PY AY K N 130 130 130 130 130 130 38 4 8 5 10 15.78 1.44 4.40 .70 2.66 2 2 38 4 10 5 10 15.78 1.06 4.06 .70 2.66 1 2 39 4 8 5 8 15.38 1.29 4.03 .83 2.59 2 2 39 4 10 5 8 15.38 1.01 3.95 .83 2.59 1 2 40 4 8 5 8 15.00 1.20 3.85 .78 2.52 1 2 41 4 8 5 8 14.63 1.14 3.76 .75 2.46 1 2 8 15.38 1.50 5.85 8 15.38 1.17 5.48 8 15.00 1.34 5.37 15.00 1.11 5.34 ~ 14.63 1.27 5.21 8 14.28 1.21 5.08 130 130 130 135 135 135 135 135 135 135 135 135 13S 135 135 135 135 135 135 135 135 140 140 l 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 140 145 145 145 145 145 145 145 145 42 4 43 4 8 5 8 14.28 1.09 3.67 8 5 8 13.95 1.04 3.58 44 4 8 5 B 13.63 .99 3.50 38 3 12 5 10 15.78 1.28 5.87 38 3 14 5 10 15.78 1.05 5.62 39 ~10 5 39 3 12 5 40 3 10 5 40 3 12 5 41 3 10 5 42 3 10 5 43 3 10 5 44 3 10 5 39 4 8 5 .71 2.40 1 2 .68 2.35 1 2 .65 2.29 1 2 .72 2.76 2 2 .72 2.76 1 2 .86 2.69 2 2 .86 2.69 1 2 .82 2.62 _2 2 .82 2.62 1 2 .78 2.56 1 2 .74 2.49 1 2 8 13.951.15 4.97 8 13.631.10 4.85 10 15.381.36 4.26 39 4 10 5 10 15.381.05 4.11 40 4 8 5 8 15.001.25 4.00 41 4 8 5 8 14.631.19 3.90 42 4 8 5 8 14.281.13 3.81 43 4 8 5 8 13.951.08 3.72 44 4 8 5 8 13.631.03 3.66 45 4 8 5 8 13.33.98 3.56 38 3 12 5 10 15.781.35 6.19 38 3 14 5 10 15.781.09 5.83 39 3 10 5 8 15.381.58 6~18 39 3 12 5 8 15.381.21 5.68 40 3 10 5 8 15.001.41 5.66 _ 40 3 12 5 8 15.001.15 5.54 .85 2.72 1 2 41 3 10 5 8 14.631.31 5.40 .80 2.65 1 2 42 3 10 5 8 14.281.25 5.27 .77 2.59 1 2 43 3 10 5 8 13.951.19 5.15 .73 2.53 1 2 44 3 10 5 8 13.631.14 5.03 .70 2.47 1 2 39 4 8 5 10 15.38 1.44 4.49 .71 2.79_ 2 2 39 4 10 5 10 15.38 1.09 4.26 .-7 i 2.79 -- 1-2 40 4 8 5 8 15.00 1.29 4.15 .85 2.72 1 2 41 4 8 5 8 14.63 1.23 4.05 .80 2.65 1 2 42 4 8 5 8 14.28 1.17 3.95 43 4 8 5 8 13.95 1.12 3.86 44 4 8 5 8 13.63 1.07 3~77 45 4 8 5 8 13.33 1.02 3.69 38 3 12 5 10 15.78 1.43 6.52 38 3 14 5 10 15.78 1.14 6.09 40 3 10 5 10 15.00 1.49 5.96 40 3 12 5 10 15.00 1.19 5.73 41 3 10 5 8 14.63 1.36 5.59 42 3 10 5 8 14.~28 1.30 5.46 43 3 10 5 8 13.95 1.24 5.33 44 3 10 5 8 13.63 1.18 5.21 .70 2.44 1 2 .67 2.38 1 2 .69 2.69 2 2 .69 2.69 1 2 .82 2.62 1 2 .78 2.56 1 2 .74 2.49 1 2 .70 2.44 1 2 .67_ 2.38 _1 2 .64 2.33 1 2 .75 2.86 2 2 .75 2.86 ~ 2 .89 2.79 2 2 .89 2.79 2 2 .85 2.72 2 2 .77 2.59 :1 2 .73 2.53 1 2 .70 2.47 1 2 .67 2.41 I-?
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From page 200... ...
200 APPENDIXES TABLE XI-C (Cont'd)
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From page 201... ...
APPEND=ES 201 TABLE X-A Slab 36 x 72 ~L /~ = 200 1-C D xSx Y BY L/D PX AX PY AY K N ~.
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From page 203... ...
Slab 36 x 72 It w 1-C D X BX Y BY L/D PX 24 33 4 8 6 8 26.18.66 1.75 24 27 4 8 7 8 32.001.12 2.43 24 27 4 10 7 8 32.00.83 2.24 24 28 4 8 7 8 30.85.96 2.16 24 28 4 10 7 8 30.85.74 2.07 24 29 4 8 7 8 29.79.86 2.00 24 30 4 24 31 4 24 32 4 24 33 4 28 .07 23 4 28 .07 23 4 28 .08 25 4 28 .08 25 4 28 .09 27 4 28 .09 27 4 8 7 28 28 4 8 6 28 28 4 10 6 28 29 4 8 6 28 29 4 10 6 28 30 4 8 6 .
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From page 205... ...
Slab 36 x 72 It L /~ = 200 1-C D x 8x Y BY L/D PX AX PY AY K N 50 50 50 50 50 50 34 4 8 6 8 25.41 1.30 3.55 .72 1.97 1 2 35 4 8 6 8 24.68 1.23 3.45 .68 1.91 1 2 36 4 8 6 8 24.00 1.16_ 3.35 _ .64 __1.86 1 2 37 4 8 6 8 23.35 1.10 3.26 .6[ 1-~1- T 2 38 4 8 6 8 22.73 1.04 3.18 .58 1.76 ~ 2 32 4 8 7 8 27.00 1.55 3.98 .70 1.79 2 2 .70 1.70 1 2 .66 1.74 1 2 .62 1.69 1_2 .58 1.64 1 2 .55 1.59 1 2 .52 1.55 1 2 32 4 10 7 8 27.00 1.18 3.7 33 4 34 4 8 26.18 1.38 3.66 8 25.41 1.30 3.55 35 4 8 7 8 24.68 1.23 3.45 36 4 8 7 8 24.00 1.16 3.35 37 4 8 7 8 23.35 1.10 3.26 60 60 = 60 60 60 60 65 65 65 65 65 60 60 60 33 4 10 6 8 26.18 1.33 4.39 8 6 8 25.41 1.56 4.26 8 6 8 24.68 1.48 4.14 8 6 8 24.00 1.39 4.03 ~6 8 23.35 1.32 3.92 35 4 36 4 - 37 4 .92 2.44 1 2 .87 2.37 1 2 .82 2.30 1 2 .77 2.23 1 2 .73 2.17 1 2 .69 2.12 1 2 .66 2.06 1 2 .79 2.09_ 2 2 .79 2.09 1 2 .74 2.03 1 2 .70 1.97 1 2 .66 1.91 1 Z .63 1.86 1 2 .59 1.81 1 2 .-56 -- r.77~-~~ -- 2.94 2.56 2 2 .94 2.56 1 2 .89 2.49 1 2 .84 2.42 1 2 .79 2.36 1 2 38 4 39 4 33 4 6 8 22.73 1.25 3.81 8 22.15 1.19 3.72 26.18 1.78 4.70 60 33 4 10 7 8 26.18 1.33 4.39 60 34 4 8 7 8 25.41 1.56 4.26 60 35 4 8 7 8 24.68 1.48 4.14 60 36 4 8 7 8 24.00 1.3g 4.03 60 37 4 8 7 8 23.35 1.32 3.92 60 38 4 8 7 8 22.73 1.25 3.81 39 4 8 7 34 4 8 6 34 4 10 6 8 22.15 1.19 3.72 8 25.41 1.75 4.77 8 25.41 1.35 4.62 35 4 8 6 8 24.68 1.60 4.49 36 4 8 6 8 24.00 1.51 4.36 37 4 8 6 8 23.35__1.43 4.24 8 22.73 1.36 4.13 8 22.15 1.29 4.03 8 21.60 1.22 3.93 65 65 6s 38 4 39 4 40 4 8 6 8 ~ 8 6 65 65 65 34 4 8 7 8 25.41 1.75 4~77U 34 4 10 7 8 25.41 1.35 4.62 35 4 8 7 8 24.68 1.60 4.49 .75 2.29 1 2 .71 2.23 1 2 .68 2.18 1 2 .80 Z.ZO Z Z .80 2.20 1 2 .76 2.13 1 2 65 65 65 ~0 55 55 55 55 55 55 55 55 36 4 8 7 37 4 8 7 38 4 8 7 38 4 8 7 33 4 8 6 33 4 10 6 34 4 8 6 35 4 8 6 36 4 8 6 37 4 38 4 39 4 8 24.00 1.51 4.36 8 23.35 1.43 4.24 8 22.73 1.36 4.13 .72 2.07 1 2 .68 2.02 1 2 .64 1.97 1 2 8 22.73 1.04 3.18 8 26.18 1.56 4.12 8 26.18 1.22 4.03 .49 1.51 1 2 .84 2.23 2 2 .84 2.23 1 2 Zb.41 1.45 J.91 8 24.68 1.35 3.80 8 24.00 1.28 3.69 .79 Z.17 1 Z .75 2.11 1 2 .71 2.05 1 2 8 6 8 Z3.35 1.21 3.59 8 6 8 22.73 1.15 3.50 8 6 8 22.15 1.09 3.41 .67 1.99 1 2 .63 1.94 1 2 .60 1.89 1 2 55 55 55 55 55 55 33 4 33 4 _ 34 4 8 7 35 4 8 7 36 4 8 7 37 4 8 7 8 26.18 1.56 4.12 8 26.18 1.22 4.03 8 25.41 1.43 3.91 .72 1.91 2 2 .72 1.91 1 2 .68 1.86 1 2 8 24.68 1.35 3.80 8 24.00 1.28 3.69 8 23.35 1.21 3.59 .64 1.80 1 2 .61 1.75 1 2 .57 1.71 1 2 _ ...
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From page 207... ...
Slab 36 x W 1 L-C ~ X BX Y BY L/D PX AX 85 85 85 85 43 4 85 44 4 85 45 4 90 41 4 90 42 4 90 43 4 90 44 4 90 45 4 90 46 4 90 47 4 90 41 4 90 42 4 90 43 4 90 44 4 90 45 4 90 46 4 90 47 4 95 42 4 _ _ __ 95 43 4 8 6 95 44 4 8 6 95 45 4 8 6 95 46 4 8 6 95 47 4 8 6 95 48 4 8 6 95 42 4 8 7 95 43 4 8 7 95 44 4 8 7 95 95 95 95 100 100 100 100 iOD 40 4 41 4 42 4 L /^ = 200 8 7 8 7 8 7 8 21.60 1.60 5.13 8 21.07 1.52 5.01 8 20.57 1.45 4.89 PY AY K N 2.44 1 2 2.38 1 2 2.33 1 2 2.27 1 2 2.22 i 2 2.17 1 2 .76 .72 .69 8 7 8 20.09 1.38 4.78 .66 8 7 8 19.63 1.32 4.67 .63 8 7 8 19.20 1.26 4.56 .60 8 6 8 21.07 1.61 S.~- -.-8 ~2.94 1 2 8 20.57 1.54 5.18 .85 2.87 1 2 8 20.09 1.47 5.06 .81 2.81 1 2 .78 2.74 1 2 .74 2.68 1 2 .71 2.62 1 2 4 18.38 1.23 4.63 .68 2.57 8 21.07 1.61 5.30 .77 2.52 1 2 8 20.57 1.54 5.18 .73 2.46 1 2 .70 2.41 1 2 .66 2.35 1 2 .63 2.30 1 2 .61 Z.25 1 Z .58 2.20 1 2 .9G 3.03 1 2 .86 2.96 1 2 .82 2.90 1 2 ._~8_ 2.83_ 1 2 .75 ~.77 1 2 .72 2.71 1 2 .69 2.65 1 2 .77 2.60 1 2 .73 2.54 1 2 .70 _2.48 1 2 .67 2.43 1-Z .64 2.37 1 2 .61 2.32 1 2 .59 2.27 1 2 .72 3.12 1 2 .86 _ 3.0~_ 1 2 8 19.20 1.49 5.37 .82 2;98 1 2 8 18.78 1.42 5.25 .79 2.92 1 2 8 18.38 _1~36 5.14 .76 2.85_ 1_2 .72 .2.79 1 2 .69 2.74 1 2 .77 2.67 1 2 8 6 8 6 8 6 8 6 8 7 8 7 8 19.63 1.40 4.94 8 19.20 1.34 4.83 8 18.78 1.28 4.73 8 7 8 20.09 1.47 5.06 7 8 19.63 1.40 4.94 ~7 8 19.20 1.34 4.83 8 7 8 18.78 1.~- 4.~; 8 7 8 18.38 1.23 4.63 8_ 6_ 8 _20.57 1.62 5.47 8 20~09 i.~5 5.34 8 19.63 1.48 5.22 8 19.Z0 1.41 5.10 8 18.78 1.35 4.99 8 18.38 1.30 4.88 8 18.00 1.24 4.78 8 2 0!
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From page 208... ...
125 125 125 208 APPENDIXES TABLE X-A (Conttd)
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From page 209... ...
Slab 36 x 72 It L /6 = 200 W 1-C D X BX Y BY L/D PX A PY AY K N 125 48 4 8 7 8 18.00 1.64 6.~9 .78 2.99 1 2 125 49 4 8 7 8 17.63 1.57 6.17 .74 2.93 1 2 125 50 4 8 7 8 17.28 _1.51 6.04_ .71 2.87__1 2 125 51 4 8 7 8 16.94 1.45 5.92 .-69 2.~2 J-Z 125 52 4 8 7 8 16.61 1.39 5.81 .66 2.76 1 2 125 53 4 8 7 8 16.30 1.34 5.70 .64 2.71 1 2 30 44 4 10 6 12 19.63 1.62 7.14 .75 3.97 1 Z 130 45 4 10 6 10 19.20 1.55 6.98 .86 3.88 1 2 130 49 4 8 6 10 17.63 1.63 6.41 .72 3.56 1 2 130 50 4 8 6 10 17.28 1.57 6.28 .~9 ~.
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From page 210... ...
Slab 36 x 72 it L /A = 200 W 1-C D X BX Y BY L/D PX AX PY AY K N 145 4Z 4 12 7 10 20.57 1.6b B.3b .94 3.~, 1 it' 145 46 4 10 7 10 18.78 1.65 7.62 .78 3.63 1 2 145 47 4 10 7 10 18.38 1.58 7.46 .75 3.55 1 2 145 48 4 10 7 10 18.00 1.S2 7.30 .72 3.47 1 2 145 49 4 10 7 8 17.63 1.46 7.15 .86 3.40 1 2 145 50 4 10 7 8 17.28 1.40 7.01 .83 3.34 1 2 150 43 4 12 6 14 20.09 1.63 8.43 .77 4.68 1 2 150 47 4 10 6 12 18.38 1.64 7.71 .76 4.28 1 2 150 48 4 10 6 10 18.00 1.57 7.55 .87 4.19 1 2 150 49 4 10 6 10 17.63 1.51 -7.40 .83 4.11 1 2 150 50 4 10 6 10 17.28 1.45 7.25 .80 4.03 1 2 150 51 4 10 6 10 16.94 1.39 7.11 .77 3.95 1 2 150 52 4 10 6 10 16.61 1.34 6.97 .74 3.87- 1 2 150 43 4 12 7 12 20.09 1.63 8.43 .77 4.01 1 2 150 47 4 10 7 10 18.38 1.64 7.71 .78 3.67 1 2 150 48 4 10 7 10 18.00 1.57 7.55 .74 3.59 1 2 150 49 4 10 7 10 17.63 1.51 7.40 .71 3.52 1 2 150 50 4 10 7 8 }7.28 1.45 7.25 .8-6- 3.45 1 2 150 51 4 10 7 8 16.94 1.39 7.11 .83 3.38 1 2 150 52 4 10 7 8 16.61 1.34 6.97 .79 3.32 1 2 150 53 4 8 7 8 16.30 1.61 6.84 .76 3.25 1 2
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From page 211... ...
APPENDIXES 2 11 -TABLE X-B Slab 36 x 72 ft L /~ = 300 w 1-C ~x Bx Y BY L/D PX AX PY AY K 4 .01 6 4 4 o01 6 4 4 .02 9 4 ~ .02 9 4 4 a03 11 4 4 o03 11 4 8 .02 10 4 8 a02 10 4 _ ~a03 12 4 8 .03 12 4 8 .04 15 4 .04 i5 4 8 7 8 ~.05 17 4 8 6 8 8 .05 17 4 8 7 8 8 6 8 8 7 8 8 6 10 8 7 8 8 6 8 8 7 8 8 6 8 8 7 8 8 6 8 ~ 7 8 8 6 8 8 7 8 8 6 8 8 7 8 8 6 8 8 6 10 8 7 8 8 6 8 7 8 8 6 8 o61 .61 e49 .49 o47 e29 o23 a14 .29 _~25___~12 .35 .22 .16 .35 o22 .15 a41 624 o21 8 7 8 e47.41 .24 .21 8 6 10 .73.58 .28 .28 8 7 8 .73.58 o30 e24 8 6 8 e68.65 .31 o30 8 7 8 .68o65 .27 .26 8 6 8 .59.71 a27 .32 .59.71 .26 .31 o53e73 e28 o38 a53o73 o28 e38 .55.83 a28 a43 a55e83 o28 .43 o84o88 .32 a42 e84-~88 .34 .36 a73e94 .34 .44 .73.94 .29 .38 a72Io03 .32 aAT a721~03 e28 e40 .631~07 .29 a48 a631~07 eZ8 a41 .60Io12 .29 o53 o601~12 e29 o53 .561~18 .28 .59 ~ e561~18 .28 .59 .561~25 e28 e64 12 .09 28 4 8 7 8 .561~25 -~r ~b~ 12 30 4 8 6 8 28~80 o501~21 a30 e72 2 1 12 30 4 10 ~8 28~80 e381~14 .30 a72 2 1 12 31 4 ~6 ~27~87 .441~11 e30 .74 2 1 12 31 4 10 6 8 27~87 .331~04 o30 o74 2 1 12 32 4 8 6 8 27~00 e391~01 .10 a76 2 1 2 32 4 10 6 8 27~00 .29.95 .30 .76 2 1 12 33 4 8 6 8 26~18 e35·93 a30 .79 2 1 12 33 4 10 6 8 26-18 o26e87 .30 e79 1 1 i2 30 4 8 7 8 28~80 .50 1~21 .3-D - e72 2 1 12 30 4 10 7 8 28~80 e38 1~14 .30 .72 2 1 12 31 4 8 7 8 27-87 a44 1~11 .30 .74 2 1 12 31 4 10 7 8 27-87 a33 1~04 o30 o74 2 12 32 4 8 7 8 27~00 o39 1~01 a30 e76 2 1 12 32 4 10 7 8 27~00 e29 .95 .30 a76 2 1 12 33 4 8 7 8 26-18 .35 e93 .30 .79 2 1 12 33 4 10 7 8 26~18 .26 .87 .30 o79 1 1 16 e04 17 4 8 6 8 e86 1~17 o41 .56 8 .06 19 4 8 .06 19 4 12 .03 13 4 i2 .03 13 4 12 .04 16 4 12 .04 16 4 12 .05 18 4 12 .05 18 4 12 .06 21 4 12 .06 21 4 12 .07 23 4 12 .07 23 4 12 .08 26 4 12 .08 26 4 12 .09 28 4 16 .04 17 4 8 7 8 .86 1~17 .35 .48 16 e05 20 4 8 6 8 .73 1~18 .36 a58 16 e05 20 4 8 7 8 .73 1~18 a31 .49 16 .06 22 4 8 6 8 e74 1~31 a34 .61 16 e06 22 4 8 7 8 o74 1~31 e29 .52 16 a07 25 4 8 6 8 e68 1~36 .31 .63 16 .07 25 4 8 7 8 .68 1~36 e28 .57 16 .08 27 4 8 6 8 .66 1~43 e30 o65
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From page 212... ...
2 12 APPEND~ES TABLE X-B (Cons' d)
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From page 213... ...
APPENDIXES 2 13 TABLE X-B (Cons' d)
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From page 214... ...
2 14 APPENDIXES TABLE X-B (Cons' d)
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From page 215... ...
APPENDIXES 215 TABLE X-B (Cons 'd)
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From page 216... ...
47 4 8 6 8 18.38 48 4 8 6 8 18.00 40 4 12 7 8 21.60 2 16 APPENDIXES TABLE X-B (Contend)
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From page 218... ...
Slab 36 x 72 It L /A - 300 W 1-C D X BX Y BY L/D PX AX .
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From page 219... ...
Slab 36 x 72 ~L /~ = 300 W 1-C D X BX Y BY L/D PX AX PY AY K N 1.10 4.50 .52 2.14 1 2 1.06 4.41 .50 2.10 1 2 1.43 _5.39 _.76 2.85 _2 2 1.09 5.14 .76 2.85 1 2 1.31 5.03 .72 2.79 1 2 1.25 4.93 .69 2.74 1 2 8 6 8 17.28 1.2G 4.83 .67 2.68 1 2 8 6 8 16.94 1.16 4O74 .64 2.63 1 2 8 6 8 16.61 1.11 4.65 .62 2.58 1 2 8 6 8 16.30 1.07 4.56 .59 2.53 1 2 8 7 8 18.38 1.43 5.39 .65 2.45 2 2 10 7 8 18.38 1.09 5.14 .65 2.45 1 2 1.31 5.03 .62 2.39 ~ 2 1.25 4.93 .59 2.35 1 2 1.20__4.83 _ .57 2.30_ 1 2 i.l6 4.74 .53 ]
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From page 220... ...
220 APPENDIXES TABLE X-B (Cons' d)
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From page 221... ...
Slab 36 x 72 It L /~= 300 D X DX Y BY L/D PX PY AY K N 8 16.94 1.51 6.16 .83 3.42 1 2 8 16.61 1.45 6.04 .80 3.35 1 2 8 16.30 1.39 5.93 .77 3.29 1 2 - - .74 3.23 1-]
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From page 222... ...
222 APPENDIXES TABLE X-B (Cont'd)
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From page 223... ...
APPEND~ES TABLE X-C Slab 36 x 72 ft 223 ^ = 360 W 1-C D XBX YBY L/D PX AX PY AY K N 4 .01 7 48 610 4 .01 7 48 78 4 .02 9 ~8 68 4 .02 9 48 78 8 68 8 ~0 8 78 _ 8 68 8 78 8 68 8 7° 8 6 _ 8 7 8 .
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From page 224... ...
224 APPE ~ roes TABLE X-C (Cons' d)
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From page 225... ...
Slab 36 x 72 It L /A = 360 W 1-C D X BX Y BY L/O PX AX PY AY K N 24 24 24 24 24 24 24 24 _ 24 24 24 24 24 24 28 .07 31 4 8 6 8 28 .07 31 4 8 7 8 28 .08 34 4 8 6 8 28 .08 34 4 8 7 8 28 .09 37 4 8 6 8 28 .09 37 4 8 7 8 28 28 28 28 28 28 28 28 28 38 4 10 39 4 8 6 39 4 10 6 40 4 8 6 40 4 10 6 41 4 8 6 41 4 10 6 38 4 8 7 38 4 10 7 8 22.73 8 22.15 8 22.15 8 21.60 8 21.60 8 21.07 8 21.07 8 22.73 8 22.73 39 4 8 7 ~22.15 39 4 10 7 8 22.15 40 4 8 7 8 21.60 40 4 10 7 8 21.60 41 4 8 7 8 21.07 41 4 10 7 8 21.07 .47 1.79 .56 1.77 .42 1.67 .51 1.65 .38 1.55 .47 1.54 .35 1.44 .30 .98 2 1 .62 1.90 .30 .91 2 1 .47 1.79 .30 __ .91 2 _ 1 .56 1.77 .30 .93 2 i .42 1.67 .30 .93 2 1 .51 1.65 .30 .96 2 1 .38 1.55 .30 .96 2 1 .47 1.54 .30 .98 2 1 .35 _1.44 .30 __ .98 2 _ 1 .73 1.81 .35 .87 .73 1.81 .30 .74 .73 2.00 .33 .91 .28 .78 .31 .94 .29 .86 .30 .96 2 2 .30 .96 2 2 .30 .96 2 1 8 21.60 .47 1.89 .30 .96 2 1 8 21.07 .57 1.87 .30 .98 2 1 8 21.07 .43 1.76 .
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From page 226... ...
Slab 36 x 72 ~L /~ = 360 W 1-C D X OX YBY L/D PX AX PY AY K N 32 44 4 10 78 19.63 3b .09 3 ~4 8 68 36 .09 39 4 8 78 8 20~57 8 20.57 8 20.09 8 20.09 8 19.63 8 19.63 8 19.20 8 19.20 8 20.57 .39 1.75 .30 1.05 1 1 .74 2.33 .36 1.12 .74 2.33 .30 .96 .71 2.41 .34 1.15 2 2 .54 2.26 .34 1.15 2 2 .6 ~2.25 .32 1.12 2 2 .49 2.12 .32 1.12 2 2 .60 2.11 .31 1.09 2 2 .45 1.99 .31 l.Og 2 2 .55 1.98 .30 1.08 2 1 .42 1.93 .30 1.08 1 1 .71 2.41 .30 1.00 2 1 42 4 8 6 42 4 10 6 43 4 ~ 6 43 4 10 6 44 4 ~ 6 44 4 10 6 36 45 4 8 6 36 45 4 10 6 36 42 4 8 7 36 36 36 .54 2.26 .65 2.25 .49 2.12 .30 1.00 2 1 .30 1.03 2 1 .30 1.03 2 1 42 4 lo ~ 43 4 8 7 43 4 10 7 20.57 8 20.09 8 20.09 36 44 4 8 7 8 19.63 .60 2.11 .30 1.05 Z 1 3b 44 4 10 7 8 19.63 .45 1.99 .30 1.05 2 1 36 45 _4 8 7 8 19.20 .55 1.98 .30 1.08 2 36 45 4 10 7 8 19.20 .42 1.93 .30 1.08 1 1 40 38 4 14 6 8 22.73 .59 3.13 .46 1.41 2 2 40 38 4 16 6 8 22.73 .49 3.02 .46 1.41 2 2 40 40 40 40 40 40 40 40 4C 40 39 4 12 6 39 4 14 6 40 4 12 6 40 4 14 6 41 4 10 6 41 4 12 6 42 4 10 6 42 4 12 6 43 4 8 6 43 4 10 6 44 4 8 6 8 22.15 8 22.15 8 21.60 8 21.60 8 21.07 8 21.07 8 20.57 8 20.57 8 20.09 8 20.09 8 19.63 .65 3.04 .53 2.91 .59 2.83 .48 2.71 .67 2.78 .53 2.64 .61 2.59 .49 2.47 .44 1.37 2 2 .44 1.37 2 2 .4i 1.34 2 2 .41 1.34 2 2 .39 1.31 2 2 .39 1.31 2 .38 1.27 ~ 2 .38 1.27 2 2 .75 2.59 .56 2.42 .68 2.42 .3b 1.24 2 2 .36 1.24 2 2 - - .34 1.22 2 2 40 44 4 10 6 8 19.63 .51 2.27 .3-4 1.22 2 2 40 38 4 14 7 8 22.73 .59 3.13 .39 1.21 2 2 40 38 4 16 7 8 22.73 .49 3.02 .39 1.21 2 2 40 39 4 12 7 ~22.15 .65 3.04 ~~ ~ ~^ ~ ~ 4G 39 4 14 7 8 22.15 .53 2.91 40 40 4 12 7 8 21.60 .59 2.83 40 40 4 14 7 8 21.60 .48 2.71 ~ 40 41 4 10 7 8 21.07 .67 2.78 40 41 4 12 7 8 21.07 .53 2.64 40 42 4 10 7 8 20.57 .~1 2.59 40 42 4 12 7 8 20.57 .49 2.47 40 43 4 8 7 8 20.09 .75 2.59 40 43 4 10 7 40 40 45 45 45 45 45 45 45 45 AS .65 3.04 .53 2.91 .59 2.83 .37 1.18 z z .37 1.18 2 2 .35 1.15 2 2 .35 1.15 2 2 .34 1.12 2 2 .34 1.12 2 2 .48 2.71 .67 2.78 .53 2.64 44 4 8 7 44 4 10 7 39 4 14 6 39 4 16 6 40 4 12 6 8 20.09 8 19.63 8 19.63 8 22.15 8 22.15 8 21.60 4G 4 14 6 8 21.60 41 4 12 6 8 21.07 41 4 14 6 8 21.07 42 4 iO 6 8 20.57 42 4 12 6 8 20.57 43 4 10 6 8 20.09 .32 1.09 2 2 .32 1.09 2 2 .31 -1.07 2 2 .56 2.42 .31 1.07 2 2 .68 2.42 .30 1.05 2 1 .51 2.27 .30 1.05 2 1 .62 3.39 .49 1.55 2 2 .52 3.26 .49 1.55 2 2 .68 3.29 .47 1.51 2 2 .56 3.15 .47 1.51 2 2 .62 3.07 .44 1.47 2 2 .51 2.94 .44 1.47 2 2 .71 3.02 .42 1.43 2 2 .56 2.86 .42 1.43 2 2 .65 2.82 .40 1.40 2 2
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From page 227... ...
Slab 36 x 72 It L /~ = 360 w 1-C D x ax Y BY L/D PX AX PY AY K N 45 45 45 45 45 45 45 45 45 45 45 45 43 4 12 6 8 20.09 44 4 ~ 6 8 19.63 44 4 _10 _6___8 19.63 ~6 819.20 45 4 10 6 819.20 39 4 14 7 822.15 39 4 16 7 822.15 40 4 12 7 821.60 40 4 14 7__ 8 21.60 8 21.07 8 21.07 8 20.57 42 4 12 7 8 20.57 43 4 10 7_ 8 20.09 43 4 12 7 820.09 44 4 8 7 819.63 44 4 10 7 819.63 45 4 8 7 819.20 45 4 10 7 819.20 40 4 14 6__ 8 21.60 40 4 16 6 82i.60 41 4 12 6 821.C7 41 4 14 6 821.07 42 4 12 6 42 4 14 6 43 4 10 6 43 4 12 6 44 4 10 6 44 4 12 6 45 4 8 6 45 4 10 6 46 4 8 6 46 4 10 6 40 4 14 7 40 4 16 7 _ ~0 50 50 50 50 _ 41 414 7 42 412 7 42 414 7 43 410 7 __ 43 412 7 44 410 7 44 412 7 45 48 7 50 50 50 55 53 _ .___ __ 55 41 4 16 6 55 42 4 12 6 55 42 4 14 6 55 43 4 10 6 55 43 4 12 6 55 44 4 10 6 46 4 10 7 .52 2.68 .80 2.82 .60 2.64 .40 1.40 2 2 .39 1.37 2 2 .39 1.37 2 2 .37 1.34 2 2 .37 1.34 2 2 .42 1.32 2 2 ·73 2.64 .55 2.48 .62 3.39 _ 41 4 12 7 41 4 14 7 42 4 10 7 45 45 45 45 45 45 ~0 50 50 ~0 '50 50 _0 50 50 bO 50 50 50 50 50 50 50 50 .52 3.26 .42 1.3Z .68 3.29 .40 1.29 2 2 .56 __3.15 .40 1.29 2 2 .62 3.07 .38 1.26 2 2 .51 2.94 .38 1.26 2 2 .71 3.02 .36 1.23 2 2 .56 2.86 .65 2.82 .36 1.23 2 2 .35 1.20 2 2 .52 2.68 .80 2.82 .60 2.64 .35 l.ZO Z ~ .33 1.17 2 2 .33 1.17 2 2 .73 2.64 -.31 1.15 2 2 .55 2.48 .31 1.15 2 2 .64 3.61 _ .52 1.67 _2_2 .54 3.48 .52 1.67 2 2 .71 3.51 .49 1.63 2 2 .58 3.36 .49 1.63 2 2 8 20.57 .65 3.-f8 .-~T 1.55 Z Z 8 20.57 .53 3.14 .47 1.59 2 2 8 20.09 .75 3.23 .45 1.56 2 2 8 20.09 -- -.59 -3.07 - .45- -L-.-~6 -- ~ -- 2 8 19.63 .68 3.02 .43 1.52 2 2 8 19.63 .54 2.87 .43 1.52 2 2 8 19.2-0 -.-a4 3.-~3 -- .-41- 1.49- Z ~ 8 19.20 .63 2.83 .41 1.49 2 2 8 18.78 .77 2.84 .39 1.46 2 2 .39 1.46 2 2 .44 1.43 2 2 .44 1.43 2 2 8 21.07 .71 -- 3.51 .42- T.~ -I 8 21.07 .58 3.36 .42 1.40 2 2 8 20.57_ .65 3.28 .40 1.37 _2 2 20.57 .53 3.14 .40 1.37 2 2 8 20.09 .75 3.23 .38 1.33 2 2 8 20.09 .59 3.07__.38 1.33 2 2 8 19.63 .68 3.02 .3t 1.30 ~ 2 8 19.63 .54 2.87 .37 1.30 2 2 8 19.20 .84 3.03 .35 1.27 2_2 45 4 10 7 8 19.20 .63 2.83 .35 1.27 2 2 46 4 8 7 8 18.78 .77 2.84 .34 1.25 2 2 - 8 18.78 .58__2.66 .34 1.25 2 2 40 4 14 6 8 21.60 .72 4.08 .57 ]
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From page 228... ...
W 1-C D X BX Y BY 1 228 APPENDrKES TABLE X-C (Cons 'd)
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From page 230... ...
230 APPEND~ES TABLE X-C (Cons' d)
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From page 231... ...
APPENDIXES 2 3 1 TABLE X-C (Contend)
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From page 232... ...
Slab 36 x 72 ft L /~ = 360 W 1-C D X BX Y BY L/D PX AX PY AY K N 95 95 100 100 100 100 100 100 100 100 100 100 100 100 100 53 4 10 7 8 16~30 .81 4~33 54 4 8 7 8 16~00 a98 4~25 52 4 8 6 8 16~61 1~20 5~01 52 4 10 6 53 4 8 6 53 4 10 6 8 16~61.89 4~65 8 16~301~11 4~71 8 16~30e86 4~56 .48 ~06 1 2 e46 2~02 1 2 .62 2~58 2 2 .62 2~58 1 2 o59 2~53 2 2 .59 2~53 1 2_ 54 4 8 6 8 16~001~03 4~47 .57 2~48 1 2 55 4 8 6 8 15~70a99 4~39 e55 2~44 1 2 56 4 8 6 8 15~42.96 4~31 .53 2~39 1 2 o93 4~24 .89 4~17 1~13 5~54 e51 2~35 1 2 o49 2~31 1 2 .59 2~35 2 2 eS9 2~35 2 2 o57 2~30 2 2 .57 2~30 2 2 57 4 8 6 8 15~15 58 4 8 6 8 14~89 49 4 10 7 8 17~63 49 4 12 7 8 17~63 .88 5~18 50 4 10 7 8 17~28 1~03 5~19 SO 4 12 7 8 17~28 a81 4~87 100 100 100 100 100 51 4 10 7 8 16~94 a95 4~88 .55 2~25 2 2 51 4 12 7 8 16~94 - o77 4~74 .55 2~25 1 2 52 4 8 7 8 16~611~20 5~01 .53 2~21 2 2 52 4 10 7 8 16~61e89 4~65 a53 2~21 1 2 53 4 8 7 8 16~301~11 4~71 a51 2~17 2 2 .51 2~17 1 2 .49 2~13 1 2 o47 2~09 1 2 .65 2~71 2 2 e65 2~71 2 2 .62 2~66 2 2 o6Z Z.66 1 Z .60 2~61 2 2 e60 2~61 1 2 55 4 8 6 8 15~70 1~04 4~61 a58 2~56 1 2 56 4 8 6 8 15~42 1~01 4~53 e56 2~51 1 2 57 4 8 6 8 15~15 .97 4~45 e54 2~47 1 2 tm ~9 ~', O4 e94 4~37 .52 2~43 1 Z 8 16~94 1~02 5~22 .58 2~37 2 2 8 16~94 .81 4~97 e58 2~37 1 2 3 16~30 1~11 4~71 53 4 10 7 8 16.30 e ~~~0 54 4 8 7 55 4 8 7 52 4 8 6 52 4 10 6 53 4 8 6 8 16~00 1~03 4~47 8 15~70 e9_ 4~39 8 16~61 1~29 5~37 8 16~61 a94 4~92 8 16~30 1~19 5~04 53 4 10 6 8 16~30 o~u 54 4 8 6 54 4 10 6 _ 8 16~001~10 4~75 8 16.00a87 4~70 58 4 8 ~8 14~89 51 4 10 7 51 4 12 7 52 4 8 7 52 4 10 7 53 4 8 7 8 16~611~29 5~37 a55 ~i ~ ~ 8 16~61.94 4~92 .55 2~32 2 2 8 16~301~19 5~04 .53 2~28 2 2 _ ~53 ZeZ8 1 Z 8 16~00 1e 10 4.75 .51 2~23 2 2 8 16~00 .87 4~70 a51 2~23 1 2 ' ^' ' '' ~49 2~19 1 2 e48 2~15 ~ 2 e46 2~12 ~ 2 o65 2~78 2 2 .65 2~78 1 2 .63 2~73 2 2 ^1 ~ ~.63 2~73 1 2 .61 2~68 1 2 e58 2~63 1 2 ~ 1 ~O V O ~ ~ e 1 J ~ ~ VC ~ · ~U .545 Ze59 1 Z 58 4 8 6 8 14~89 a98 4e58 e54 2~54 1 2 59 4 8 6 8 14~64 .95 4~50 .53 2~50 1 2 52 4 10 7 8 16~61 1~00 5~24 o58 2~43 2 2 52 4 12 7 8 16~61 e81 5e11 e58 2e43 1 2 53 4 8 7 8 16~30 1~27 5~39 .56 2~39 2 2 105 105 105 105 105 105 110 110 110 110 110 110 - _ _ , ~, A · ~· C .
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From page 234... ...
2 34 APPENDAGES TABLE X-C (Cons 'd)
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From page 235... ...
Slab 36 x 72 It L /A = 360 W 1-C C X BX Y BY L/D PX AX PY AY K 140 140 140 140 140 140 140 140 140 140 40 140 140 140 140 140 140 145 145 145 145 145 145 145 145 145 145 14S 145 145 45 145 145 14S 145 150 150 150 150 150 150 150 56 4 10 6 8 15.42 1.07 6.04 57 4 8 6 8 15.15 1.31 5.99 57 4 10 6 8 15.15 1.04 5.94 __ 58 4 8 6 59 4 8 6 60 4 8 6 61 4 8 6 55 4 8 7 55 ~10 7 56 4 8 7 56 4 10 7 57 4 8 7 8 15.42 1.42 6.36 8 15.42 1.07 6.04 8 15.15 1.31 5.99 8 15.15 1.04 5.94 8 14.89 1.25 5.83 8 14.64 1.21 5.73 57 4 10 7 58 4 8 7 59 4 8 7 60 4 8 7 61 4 8 7 56 4 8 14.40 1.17 5.64 8 14.16 1.13 5.55 8 6 10 15.42 1.49 6.70 8 14.89 1.25 5.83 8 14.64 1.21 5.73 8 14.40 1.17 5.64 e 74 3 ~ 35 1 2 .72 3.30 2 2 .72_ 3.30 _ 1 2 .69 3.24 1 2 .67 3.18 1 2 .65 3.13 1 2 .63 3.08 1 2 .66 2.93 2 2 .66 2.93 1 2 .64 2.87 2 2 .64 2.87 1 2 .62 2.82 2 2 .62 2.82 1 2 .59 2.78 1 2 .57 2.73 1 2 .
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From page 236... ...
2 36 APPENDIXES TABLE XI-A Slab 30 x 30 It L /A = 200 W 1-C D X B L/D P A K 4 .01 4 .02 4 .03 4 .01 4 .02 4 .03 8 .02 8 .03 8 .04 8 .05 8 .06 8 .02 8 .03 8 .04 8 .05 8 .06 12 .03 12 .04 12 .05 12 .06 12 .07 9 3 8 12 .08 10 3 8 12 .09 11 3 8 .
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From page 237... ...
APPENDIXES 2 37 TABLE XI-A (Cont'd)
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From page 238... ...
238 APPENDIXES TABLE XI-A (Cont'd)
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From page 239... ...
APPENDIXES 2 39 TABLE XI-A (Cont'd)
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From page 240... ...
240 APPENDIXES TABLE XI-A (Cont'd)
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From page 241... ...
APPENDIXES 24 1 TABLE XI-A (Coated)
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From page 242... ...
242 APPENDIXES TABLE XI-A (Cons 'd)
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From page 243... ...
APPENDIXES 243 TABLE IX-A (Cont'd)
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From page 244... ...
244 APPENDIXES TABLE XI-A (Costed)
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From page 245... ...
APPEND~ES 245 TABLE XI-B Slab 30 x 30 ft L /~ = 300 4 o01 4 3 8 a60~ 19 4 .02 5 3 8 o53e21 4 .03 6 3 8 .47.22 4 o01 4 4 8 .48.15 4 .02 5 4 8 o44~ 17 4 e 03 6 4 8 ~ 40~ 19 8 .02 6 3 8 e80.38 8 e03 7 3 8 .70o39 8 e04 8 3 8 a66.42 8 e05 9 3 8 a67e48 8 o06 10 3 8 o5745 8 ~ 02 ~4 8 ~ 7730 8 o03 7 4 8 e57o32 8 .04 8 4 8 o55.35 8 .05 8 4 8 .63.40 8 .06 10 4 8 a48a38 12 o03 7 3 8 1~03.57 IZ .04 12 ~ 05 12 .06 12 e07 12 12 a08 13 ;' O 1 2 ~ 09 14 3 8 12 12 12 12 12 14 3 8 25e 71 14 3 10 25~71 15 3 8 24~00 15 3 16 3 17 3 7 4 8 4 9 4 10 24~00 8 22~50 8 21e 17 12 .03 7 4 8 12 a04 8 4 8 12 .05 9 4 8 12 .06 10 4 8 12 .07 12 4 8 12 .08 12 4 8 12 .09 13 4 12 14 4 12 14 4 12 15 4 12 16 4 12 17 4 16 a04 9 3 16 .05 10 3 16 e06 11 3 8 16 .07 12 3 8 16 ·08 14 3 16 e09 15 3 8 8 25~71 10 25~71 8 24 e 00 8 22e 50 8 21e 17 8 .55 .50 .37 .38 .34 .30 .41 .45 a40 o82 e78 o64 a66 .53 o62 .71 a56 e73 .64 .63 a61 .68 a70 .61 o68 .72 .81 Z ~ 54 ~ 76 2 e55 .66 2 a62 o58 .54 .46 .50 .46 .53 a50 a59 2 a57 e56 2 e52 _ o46 .43 a41 1 ~ 07 ~ 7 7 a88 a70 89 ~ 78 .
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From page 246... ...
24 24 .06 24 .07 13 24 .08 14 24 .09 15 24 24 24 24 24 28 28 28 28 28 28 20 3 11 4 .07 .08 .09 8 8_ 4 4 8 4 8 16 4 8 16 4 10 17 4 8 8 8 8 8 18 4 19 4 14 3 15 3 17 3 _7 3 _ 17 3 10 18 3 8 19 3 8 .06 .07 .08 .09 18 4 12 3 14 3 14 3 16 3 17 3 17 3 18 3 19 3 246 APPEND~13S TABLE XI-B (Cont'd)
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From page 247... ...
APPEND1XE& 247 TABLE XI-B (Cons 'd)
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From page 248... ...
248 APPENDIXES TABLE XI-B (Cont'd)
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From page 249... ...
APPENDIXES 249 TABLE XI-B Slab 30 x 30 It L/~= 300 w 1-C D x B L/D P A K 60 18 3 14 20.00 1.07 2.71 2 60 18 3 16 20.00 .90 2.59 1 60 19 3 10 18.94 1.37 2.62 2 60 19 3 12 18.94 1.07 2.45 1 60 20 3 8 18.00 1.52 2.44 2 60 20 3 10 18.00 1.16 2.33 1 60 21 3 8 17.14 1.32 2.22 60 22 3 8 16.36 1.20 2.12 1 60 23 3 8 15.65 1.10 2.02 1 60 24 3 8 15.00 1.01 1.94 1 60 17 4 12 21.17 1.13 2.31 2 60 17 4 14 21.17 .91 2.18 2 4 4 60 60 60 60 60 60 60 60 ~5 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 65 70 70 70 70 70 70 18 4 18 19 19 20 4 21 4 8 17.14 22 4 8 16.36 23 4 8 15.65 18 3 14 20.00 18 3 16 20.00 20 3 10 18.00 21 3 8 17.14 22 3 8 16.36 23 3_ 8 15.65 24 3 8 15.00 25 3 ~14.40 17 4 14 21.17 17 4 1-6- 21.17 18 4 10 20.00 18 4 12 20.00 19 4 8 18.94 19 4 10 18.94 20 4 8 18.00 17.14 1.07 1.80 16.36 .97 1.72 15.65 .89 1.64 20.00 1.33 3.37- ~ 20.00 1.10 3.19 ; 17.14 1.S4 2.59 4 10 20.00 12 20.00 8 18.94 10 18.94 8 18.00 1.15 2.07 .90 1.94 1.25 1.91 2 .96 1.84 1.09 1.74 .99 1.66 1 .90 1.59 ]
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From page 250... ...
2 50 APPENDIXES TABLE XI-B (Cons' d)
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From page 252... ...
1.46 1.35 r 1 4.05 3.88 252 APPE ~ LEES TABLE ~-B (Contend)
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From page 253... ...
APPENDIXES 2 53 TABLE XI-B (Cons 'd)
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From page 254... ...
2 54 APPENDIXES TABLE XI-B (Cons' d)
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From page 255... ...
APPENDIXES 2 55 TABLE XI-C 4 4 4 4 8 8 Slab 30x 30ft L /~3 = 360 w 1-C O X B L/D P A K .01 4 3 .02 6 3 .03 7 3 .01 4 4 .02 5 4 .03 6 4 .02 6 3 .03 8 3 8 .04 9 3 8 .05 10 3 .06 11 3 .02 6 4 .03 7 4 04 8 4 .05 9 4 8 .06 10 4 12 .03 8 3 .
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From page 256... ...
2 56 APPENDIXES TABLE XI-C (Cons 'd)
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From page 257... ...
APPENDIXES 2 57 TABLE XI-C (Cons' d)
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From page 258... ...
50 so 50 ~0 50 50 ~0 50 50 50 50 50 50 50 50 55 s5 ~5 55 55 55 55 22 3 8 16.
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From page 259... ...
APPENDICES 2 59 TABLE XI-C(Cont'd)
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From page 260... ...
260 APPENDIXES TABLE XI-C (Cont'd)
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From page 261... ...
APPENDIXES 2 61 TABLE XI-C (Coated)
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From page 262... ...
262 APPE ~ roes TABLE -C (Contend)
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From page 263... ...
APPENDIXES 263 TABLE XI-C (Contend)
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From page 264... ...
2 64 APPENDIXES TABLE XI-C (Cont'd)
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From page 265... ...
APPEND~S 265 TABLE XI-C Slab 30 x 30 It L /A = 360 W 1-C O X B L/D P A K 140 28 4 10 12.85 1.04 2.91 145 24 3 14 15.00 1.43 4.82 145 24 3 16 15.00 1.22 4.69 145 25 3 14 14.40 1.28 4.51 ~ 145 26 3 14 13.84 1.19 4.33 1 145 27 3 12 13.33 1.28 4.17 1 145 145 45 145 145 145 145 145 145 145 145 145 145 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 150 28 3 12 12.85 29 3 12 12.41 30 3 12 12.00 22 4 14 16.36 22 4 16 16.36 23 4 12 23 4 14 24 4 10 24 4 12 15.00 25 4 10 14.40 26 4 10 13.84 27 4 10 13.33 28 4 10 12.85 24 3 14 15.00 24 3 16 15.00 25 3 14 14.40 26 3 14 13.84 27 3 12 13.33 28 3 12 12.85 29 3 12 12.41 30 3 1Z 12.00 23 4 14 15.65 23 4 16 15.65 24 4 12 15.00 25 4 10 14.40 26 4 10 13.84 27 4 10 13.33 28 4 10 12.85 29 4 10 12.41 1.19 1.11 1.04 1.38 1.14 4.02 1 3.88 1 3.75 : 4.25 ; 4.01 ; 15.65 1.42 -~777 -- 2 15.65 1.14 3.67 1 15.00 1.54 3.70 2 1.22 1.35 1.25 3.52 1 3.38 3.25 1.15 3.13 1 1.07 3.02 1 1.50 5.07 2 4.86 1 4.66 1 4.48 1 4.31 4.16 4.02 3.88 3.85 3.80 3.64 3.49 3.36 3.23 3.12 3.01 l
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From page 267... ...
APPENDIXES 2 67 TABLE XII-A (Cont'd)
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From page 268... ...
268 APPENDIXES TABLE XII-A (Cont'd)
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From page 269... ...
APPENDAGES 2 69 TABLE XII-A (Cont'd)
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From page 270... ...
270 APPENDIXES TABLE XB-A (Cont'd)
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From page 271... ...
APPENDIXES 27 1 300 1 17 4 17 4 17 4 8 824.70 1024.70 TABLE XO-B 4 .01 4 .02 Slab 35 x 35 It 4 ~8 .58 .18 6 4 8 .48 .23 7 4 8 .43 .24 6 4 8 .77 .37 8 4 8 .68 .43 8 .04 9 4 8 .64 .46 8 .05 10 4 8 .64 .51 8 .06 11 4 8 .55 _ .48 12 .03 8 4 8 .8i .55 12 .04 10 4 8 .73 .58 12 .05 11 4 8 .71 .63 1 2 .
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From page 272... ...
272 APPENDIXES TABLE XII-B (Cont'd)
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From page 273... ...
APPENDIXES 273 TABLE XH-B (Cont'd)
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From page 274... ...
.o 274 APPENDIXES TABLE ~I-B (Cons 'd)
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From page 275... ...
APPENDIXES 27 5 TABLE XB-B (Cont'd)
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From page 276... ...
2 7 6 APPENDIXES TABLE XIl-B (Cont'd)
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From page 277... ...
APPENDAGES 2 77 TABLE XB-C Slab 35 x 3.S ~L /~ = 360 W 1-C D X B L/D P A K 4 .01 5 4 8 .44 .17 4 02 6 4 8 .45 .21 .
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From page 278... ...
278 APPENDAGES TABLE XII-C (Cont~d)
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From page 279... ...
\ .ID APPENDIXES 279 TABLE XO-C (Cont'd)
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From page 280... ...
280 APPENDAGES TABLE XII-C (Cont'd)
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From page 281... ...
APPENDIXES 2 81 TABLE Xll-C Slab 35 x 35 ~L /~ = 360 ~1-C D XB L/D P A K 105 29 48 14.48 1.44 3.35 1 105 30 48 14.00 1.35 3.24 1 105 31 48 13.54 1.26 3.13 1 110 25 414 16.80 1.29 4.54 2 110 25 416 16.80 1.07 4.29 2 110 26 412 16.15 1.36 4.26 2 110 26 414 16.15 1.09 3.99 2 110 27 410 15.55 1.51 4.08 2 110 27 412 15.55 1.16 3.77 1 110 28 410 15.00 1.29 3.63 1 110 29 410 14.48 1.21 3.51 1 0 30 410 14.00 1.13 3.39 1 110 31 48 13.54 1.32 3.28 1 115 26 414 16.15 1.16 4.25 2 115 26 416 16.15 .98 4.09 1 115 27 412 15.55 1.23 4.01 2 115 27 414 15.55 1.04 3.94 1 115 28 410 15.00 1.37 3.85 2 115 28 412 15.00 1.13 3.80 1 115 29 410 14.48 1.26 3.67 1 115 30 410 14.00 1.18 3.55 1 115 31 410 13.54 1.10 3.43 1 115 32 48 13.12 1.30 3.32 1 120 26 414 16.15 1.24 4.51 2 120 26 416 16.15 1.02 4.28 2 120 27 412 15.55 1.31 4.26 2 120 27 414 15.55 1.08 4.11 120 28 410 15.00 1.46 4.10 2 120 28 412 15.00 1.18 3.96 1 120 29 410 14.48 1.32 3.83 1 120 30 410 14.00 1.23 3.70 1 120 31 410 13.54 1.15 3.58 1 120 32 410 13.12 1.08 3.47 1 125 26 414 16.15 1.31 4.79 2 125 26 416 16.15 1.08 4.53 2 125 27 412 15.55 1.39 4.52 ~ 125 27 414 15.55 1.13 4.28 1 125 28 410 15.00 1.55 4.35 2 125 28 412 15.00 1.23 4.
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From page 282... ...
2 82 APPENDIXES TABLE XU-C (Cont'd)
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Key Terms
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