"Civil Engineering" section of the FE Supplied-Reference Handbook ...

CIVIL ENGINEERING (continued)F y = 50 ksiALLOWABLE STRESS DESIGN SELECTION TABLEFor shapes used as beamsS xF y = 36 ksiS xFt Ft Kip-ft In. 3 Ft Ft Kip-ftL c L u M R SHAPE L c L u M R5.0 6.3 314 114 W 24 X 55 7.0 7.5 2269.0 18.6 308 112 W 14 x 74 10.6 25.9 2225.9 6.7 305 111 W 21 x 57 6.9 9.4 2206.8 9.6 297 108 W 18 x 60 8.0 13.3 21410.8 24.0 294 107 W 12 x 79 12.8 33.3 2129.0 17.2 283 103 W 14 x 68 10.6 23.9 2046.7 8.7 270 98.3 W 18 X 55 7.9 12.1 19510.8 21.9 268 97.4 W 12 x 72 12.7 30.5 1935.6 6.0 260 94.5 W 21 X 50 6.9 7.8 1876.4 10.3 254 92.2 W 16 x 57 7.5 14.3 1839.0 15.5 254 92.2 W 14 x 61 10.6 21.5 1836.7 7.9 244 88.9 W 18 X 50 7.9 11.0 17610.7 20.0 238 87.9 W 12 x 65 12.7 27.7 1744.7 5.9 224 81.6 W 21 X 44 6.6 7.0 1626.3 9.1 223 81.0 W 16 x 50 7.5 12.7 1605.4 6.8 217 78.8 W 18 x 46 6.4 9.4 1569.0 17.5 215 78.0 W 12 x 58 10.6 24.4 1547.2 12.7 214 77.8 W 14 x 53 8.5 17.7 1546.3 8.2 200 72.7 W 16 x 45 7.4 11.4 1449.0 15.9 194 70.6 W 12 x 53 10.6 22.0 1407.2 11.5 193 70.3 W 14 x 48 8.5 16.0 1395.4 5.9 188 68.4 W 18 X 40 6.3 8.2 1359.0 22.4 183 66.7 W 10 x 60 10.6 31.1 1326.3 7.4 178 64.7 W 16 X 40 7.4 10.2 1287.2 14.1 178 64.7 W 12 x 50 8.5 19.6 1287.2 10.4 172 62.7 W 14 x 43 8.4 14.4 1249.0 20.3 165 60.0 W 10 x 54 10.6 28.2 1197.2 12.8 160 58.1 W 12 x 45 8.5 17.7 1154.8 5.6 158 57.6 W 18 X 35 6.3 6.7 1146.3 6.7 115 56.5 W 16 x 36 7.4 8.8 1126.1 8.3 150 54.6 W 14 x 38 7.1 11.5 1089.0 18.7 150 54.6 W 10 x 49 10.6 26.0 1087.2 11.5 143 51.9 W 12 x 40 8.4 16.0 1037.2 16.4 135 49.1 W 10 x 45 8.5 22.8 976.0 7.3 134 48.6 W 14 X 34 7.1 10.2 964.9 5.2 130 47.2 W 16 X 31 5.8 7.1 935.9 9.1 125 45.6 W 12 x 35 6.9 12.6 907.2 14.2 116 42.1 W 10 x 39 8.4 19.8 836.0 6.5 116 42.0 W 14 X 30 7.1 8.7 835.8 7.8 106 38.6 W 12 X 30 6.9 10.8 764.0 5.1 106 38.4 W 16 x 26 5.6 6.0 76113