40 B Hy B 101 G 611101 Tur B 101 B 10' B You Gallow= 24 ksi Tallow = 4,5 ksi live load = 100 PSP Reinforced concrete thi

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40 B Hy B 101 G 611101 Tur B 101 B 10 B You Gallow 24 Ksi Tallow 4 5 Ksi Live Load 100 Psp Reinforced Concrete Thi 1 (33.34 KiB) Viewed 30 times

40 B Hy B 101 G 611101 Tur B 101 B 10 B You Gallow 24 Ksi Tallow 4 5 Ksi Live Load 100 Psp Reinforced Concrete Thi 2 (75.47 KiB) Viewed 30 times

40 B Hy B 101 G 611101 Tur B 101 B 10 B You Gallow 24 Ksi Tallow 4 5 Ksi Live Load 100 Psp Reinforced Concrete Thi 3 (75.47 KiB) Viewed 30 times

40 B Hy B 101 G 611101 Tur B 101 B 10' B You Gallow= 24 ksi Tallow = 4,5 ksi live load = 100 PSP Reinforced concrete thichness bin Select lightest w Shates for Beams and Girders
APPENDIX B Geometric Properties of Structural Shapes Wide-Flange Sections or W Shapes FPS Units Flange X-X axis y-yaxis Area А. Depth d Web thickness tw width bi thickness ti S 1 S 1 r Designation in in in in in in. in. x lb/ft in? in in. in. in. 2.91 1.98 1.95 3100 2700 2370 2100 1830 1550 1350 1.92 187 1070 W24 X 104 W24 X 94 W24 X 84 W24 X 76 W24 X 68 W24 X 62 W24 X 55 W18 X 65 WI8 X 60 W18 X 35 W18 X 50 W18 X 46 W18 X 40 WI8 X 35 W16 X 57 W16 X 50 W16 X 45 W16 X 36 W16 X 31 W16 X 26 W14 X 53 W14 X 43 W14 X 38 W14 x 34 WI4 X 30 W14 X 26 WI4 X 22 30.6 27.7 24.7 22.4 20.1 18.2 16.2 19.1 17.6 16.2 14.7 13.5 11.8 10.3 16.8 14.7 13.3 10.6 9.12 7.68 15.6 12.6 11.2 10.0 8.85 7.69 6.49 24.06 24.31 24.10 23.92 23.73 23.74 23.57 18.35 18.24 18.11 17.99 18.06 17.90 17.70 16.43 16.26 16.13 15.86 15.88 15.69 13.92 13.66 14.10 13.98 13.84 13.91 13.74 0.500 0.515 0.470 0.440 0.415 0.430 0.395 0.450 0.415 0.390 0.355 0.360 0.315 0.300 0.430 0.380 0.345 0.295 0.275 0.250 0.370 0.305 0.310 0.285 0.270 0.255 0.230 12.750 9.065 9.020 8.990 8.965 7.040 7.005 7.590 7.55S 7.530 7,495 6.060 6.015 6.000 7.120 7.070 7.035 6.985 5.525 5.500 8.060 7.995 6.770 6.745 6.730 5.025 5.000 0.750 0.875 0.770 0.680 0.585 0.590 0.505 0.750 0.695 0.630 0.570 0.605 0.525 0.425 0.715 0.630 0.565 0.430 0.440 0.345 0.660 0.530 0.515 0.455 0.385 0,420 0.335 984 890 800 712 612 510 758 659 586 448 375 301 258 222 196 176 154 131 114 117 108 98.3 88.9 78.8 68.4 57.6 92.2 810 72.7 56.5 47.2 38.4 77.8 62.7 54.6 48,6 42.0 35.3 29.0 10.1 9.87 9.79 9.69 9.55 9.23 9.11 7.49 7.47 7.41 7.38 7.25 7.21 7.04 6.72 6.68 6.65 6.51 6.41 6.26 5.89 5.82 5.87 5.83 5.73 5.65 5.54 259 109 94.4 823 70.4 34.5 29.1 54.8 50.1 44.9 40.1 225 19.1 153 43.1 37.2 32.8 24.5 12.4 9.59 577 452 26.7 223 19,0 89: 7.00 40.7 24.0 20.9 18.4 15.7 9.80 8.30 14.4 13,3 11.9 10.7 7,43 6.35 5.12 121 105 9.34 7.00 4.49 3.49 143 113 7.88 6.91 5.82 3.54 280 1.38 1.34 1.69 1.69 1.67 1.65 1.29 1.27 122 160 1.59 1.57 1.52 1.17 1.12 1.92 199 1.55 133 1.49 108 1.04 541 428 385 340 091 245 199 3