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

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CIVIL ENGINEERING (continued)Table 1-1: W-Shapes Dimensions and Properties (continued)Area Depth Web Flange Compact X 1 X 2 r Td/A f Axis X-X Axis Y-YShape A d t w b f t f<strong>section</strong> x 10 6 ** ** I S r Z I rin. 2 in. in. in. in. b f /2t f h/t w ksi 1/ksi in. 1/in. in. 4 in. 3 in. in. 3 in. 4 in.W18 × 86 25.3 18.4 0.48 11.1 0.77 7.20 33.4 2460 4060 2.97 2.15 1530 166 7.77 186 175 2.63W18 × 76 22.3 18.2 0.43 11.0 0.68 8.11 37.8 2180 6520 2.95 2.43 1330 146 7.73 163 152 2.61W18 × 71 20.8 18.5 0.50 7.64 0.81 4.71 32.4 2690 3290 1.98 2.99 1170 127 7.50 146 60.3 1.70W18 × 65 19.1 18.4 0.45 7.59 0.75 5.06 35.7 2470 4540 1.97 3.22 1070 117 7.49 133 54.8 1.69W18 × 60 17.6 18.2 0.42 7.56 0.70 5.44 38.7 2290 6080 1.96 3.47 984 108 7.47 123 50.1 1.68W18 × 55 16.2 18.1 0.39 7.53 0.63 5.98 41.1 2110 8540 1.95 3.82 890 98.3 7.41 112 44.9 1.67W18 × 50 14.7 18.0 0.36 7.50 0.57 6.57 45.2 1920 12400 1.94 4.21 800 88.9 7.38 101 40.1 1.65W18 × 46 13.5 18.1 0.36 6.06 0.61 5.01 44.6 2060 10100 1.54 4.93 712 78.8 7.25 90.7 22.5 1.29W18 × 40 11.8 17.9 0.32 6.02 0.53 5.73 50.9 1810 17200 1.52 5.67 612 68.4 7.21 78.4 19.1 1.27W18 × 35 10.3 17.7 0.30 6.00 0.43 7.06 53.5 1590 30800 1.49 6.94 510 57.6 7.04 66.5 15.3 1.22W16 × 89 26.4 16.8 0.53 10.4 0.88 5.92 25.9 3160 1460 2.79 1.85 1310 157 7.05 177 163 2.48W16 × 77 22.9 16.5 0.46 10.3 0.76 6.77 29.9 2770 2460 2.77 2.11 1120 136 7.00 152 138 2.46W16 × 67 20.0 16.3 0.40 10.2 0.67 7.70 34.4 2440 4040 2.75 2.40 970 119 6.97 132 119 2.44W16 × 57 16.8 16.4 0.43 7.12 0.72 4.98 33.0 2650 3400 1.86 3.23 758 92.2 6.72 105 43.1 1.60W16 × 50 14.7 16.3 0.38 7.07 0.63 5.61 37.4 2340 5530 1.84 3.65 659 81.0 6.68 92.0 37.2 1.59W16 × 45 13.3 16.1 0.35 7.04 0.57 6.23 41.1 2120 8280 1.83 4.06 586 72.7 6.65 82.3 32.8 1.57W16 × 40 11.8 16.0 0.31 7.00 0.51 6.93 46.5 1890 12700 1.82 4.53 518 64.7 6.63 73.0 28.9 1.57W16 × 36 10.6 15.9 0.30 6.99 0.43 8.12 48.1 1700 20400 1.79 5.28 448 56.5 6.51 64.0 24.5 1.52W16 × 31 9.1 15.9 0.28 5.53 0.44 6.28 51.6 1740 19900 1.39 6.53 375 47.2 6.41 54.0 12.4 1.17W16 × 26 7.7 15.7 0.25 5.50 0.35 7.97 56.8 1480 40300 1.36 8.27 301 38.4 6.26 44.2 9.59 1.12W14 × 120 35.3 14.5 0.59 14.7 0.94 7.80 19.3 3830 601 4.04 1.05 1380 190 6.24 212 495 3.74W14 × 109 32.0 14.3 0.53 14.6 0.86 8.49 21.7 3490 853 4.02 1.14 1240 173 6.22 192 447 3.73W14 × 99 29.1 14.2 0.49 14.6 0.78 9.34 23.5 3190 1220 4.00 1.25 1110 157 6.17 173 402 3.71W14 × 90 26.5 14.0 0.44 14.5 0.71 10.2 25.9 2900 1750 3.99 1.36 999 143 6.14 157 362 3.70W14 × 82 24.0 14.3 0.51 10.1 0.86 5.92 22.4 3590 849 2.74 1.65 881 123 6.05 139 148 2.48W14 × 74 21.8 14.2 0.45 10.1 0.79 6.41 25.4 3280 1200 2.72 1.79 795 112 6.04 126 134 2.48W14 × 68 20.0 14.0 0.42 10.0 0.72 6.97 27.5 3020 1660 2.71 1.94 722 103 6.01 115 121 2.46W14 × 61 17.9 13.9 0.38 9.99 0.65 7.75 30.4 2720 2470 2.70 2.15 640 92.1 5.98 102 107 2.45W14 × 53 15.6 13.9 0.37 8.06 0.66 6.11 30.9 2830 2250 2.15 2.62 541 77.8 5.89 87.1 57.7 1.92W14 × 48 14.1 13.8 0.34 8.03 0.60 6.75 33.6 2580 3250 2.13 2.89 484 70.2 5.85 78.4 51.4 1.91W12 × 106 31.2 12.9 0.61 12.2 0.99 6.17 15.9 4660 285 3.36 1.07 933 145 5.47 164 301 3.11W12 × 96 28.2 12.7 0.55 12.2 0.90 6.76 17.7 4250 407 3.34 1.16 833 131 5.44 147 270 3.09W12 × 87 25.6 12.5 0.52 12.1 0.81 7.48 18.9 3880 586 3.32 1.28 740 118 5.38 132 241 3.07W12 × 79 23.2 12.4 0.47 12.1 0.74 8.22 20.7 3530 839 3.31 1.39 662 107 5.34 119 216 3.05W12 × 72 21.1 12.3 0.43 12.0 0.67 8.99 22.6 3230 1180 3.29 1.52 597 97.4 5.31 108 195 3.04W12 × 65 19.1 12.1 0.39 12.0 0.61 9.92 24.9 2940 1720 3.28 1.67 533 87.9 5.28 96.8 174 3.02W12 × 58 17.0 12.2 0.36 10.0 0.64 7.82 27.0 3070 1470 2.72 1.90 475 78.0 5.28 86.4 107 2.51W12 × 53 15.6 12.1 0.35 9.99 0.58 8.69 28.1 2820 2100 2.71 2.10 425 70.6 5.23 77.9 95.8 2.48W12 × 50 14.6 12.2 0.37 8.08 0.64 6.31 26.8 3120 1500 2.17 2.36 391 64.2 5.18 71.9 56.3 1.96W12 × 45 13.1 12.1 0.34 8.05 0.58 7.00 29.6 2820 2210 2.15 2.61 348 57.7 5.15 64.2 50.0 1.95W12 × 40 11.7 11.9 0.30 8.01 0.52 7.77 33.6 2530 3360 2.14 2.90 307 51.5 5.13 57.0 44.1 1.94** AISC ASD Manual, 9th Edition108
F y = 50 ksiφ b = 0.9φ v = 0.9Table 5-3W-ShapesSelection by Z xCIVIL ENGINEERING (continued)Z xShapeX-X AXISZ x I x φ b M p φ b M r L p L r BF φ v V nin. 3 in. 4 kip-ft kip-ft ft ft kips kipsW 24 × 55 135 1360 506 345 4.73 12.9 19.8 252W 18 × 65 133 1070 499 351 5.97 17.1 13.3 224W 12 × 87 132 740 495 354 10.8 38.4 5.13 174W 16 × 67 131 963 491 354 8.65 23.8 9.04 174W 10 × 100 130 623 488 336 9.36 50.8 3.66 204W 21 × 57 129 1170 484 333 4.77 13.2 17.8 231W 21 × 55 126 1140 473 330 6.11 16.1 14.3 211W 14 × 74 126 796 473 336 8.76 27.9 7.12 173W 18 × 60 123 984 461 324 5.93 16.6 12.9 204W 12 × 79 119 662 446 321 10.8 35.7 5.03 157W 14 × 68 115 722 431 309 8.69 26.4 6.91 157W 10 × 88 113 534 424 296 9.29 45.1 3.58 176W 18 × 55 112 890 420 295 5.90 16.1 12.2 191W 21 × 50 111 989 416 285 4.59 12.5 16.5 213W 12 × 72 108 597 405 292 10.7 33.6 4.93 143W 21 × 48 107 959 401 279 6.09 15.4 13.2 195W 16 × 57 105 758 394 277 5.65 16.6 10.7 190W 14 × 61 102 640 383 277 8.65 25.0 6.50 141W 18 × 50 101 800 379 267 5.83 15.6 11.5 173W 10 × 77 97.6 455 366 258 9.18 39.9 3.53 152W 12 × 65 96.8 533 363 264 11.9 31.7 5.01 127W 21 × 44 95.8 847 359 246 4.45 12.0 15.0 196W 16 × 50 92.0 659 345 243 5.62 15.7 10.1 167W 18 × 46 90.7 712 340 236 4.56 12.6 12.9 176W 14 × 53 87.1 541 327 233 6.78 20.1 7.01 139W 12 × 58 86.4 475 324 234 8.87 27.0 4.97 119W 10 × 68 85.3 394 320 227 9.15 36.0 3.45 132W 16 × 45 82.3 586 309 218 5.55 15.1 9.45 150W 18 × 40 78.4 612 294 205 4.49 12.0 11.7 152W 14 × 48 78.4 485 294 211 6.75 19.2 6.70 127W 12 × 53 77.9 425 292 212 8.76 25.6 4.78 113W 10 × 60 74.6 341 280 200 9.08 32.6 3.39 116W 16 × 40 73.0 518 274 194 5.55 14.7 8.71 132W 12 × 50 71.9 391 270 193 6.92 21.5 5.30 122W 14 × 43 69.6 428 261 188 6.68 18.2 6.31 113W 10 × 54 66.6 303 250 180 9.04 30.2 3.30 101W 18 × 35 66.5 510 249 173 4.31 11.5 10.7 143W 12 × 45 64.2 348 241 173 6.89 20.3 5.06 109W 16 × 36 64.0 448 240 170 5.37 14.1 8.11 127W 14 × 38 61.1 383 229 163 5.47 14.9 7.05 118W 10 × 49 60.4 272 227 164 8.97 28.3 3.24 91.6W 12 × 40 57.0 307 214 155 68.5 19.2 4.79 94.8W 10 × 45 54.9 248 206 147 7.10 24.1 3.44 95.4W 14 × 34 54.2 337 203 145 5.40 14.3 6.58 108109
Page 1 and 2: GEOTECHNICALDefinitionsc = cohesion
Page 3 and 4: STRUCTURAL ANALYSISInfluence LinesA
Page 6 and 7: CIVIL ENGINEERING (continued)BEAMS
Page 8: CIVIL ENGINEERING (continued)GRAPH
Page 11 and 12: CIVIL ENGINEERING (continued)BEAMS:
Page 14 and 15: Bearing strengthLRFDDesign strength
Page 18 and 19: 110CIVIL ENGINEERING (continued)
Page 24 and 25: ENVIRONMENTAL ENGINEERINGFor inform
Page 26 and 27: Specific Energy Diagramy112αVE = +
Page 28 and 29: where (as appropriate):L s = length
Page 30 and 31: CIVIL ENGINEERING (continued)AUTOMO
Page 32: Tangent Elevation = Y PVC + g 1 x a

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