Rolled Steel Sections Table 2c. Steel Wide-Flange Sections Machinery's Handbook, 31st Edition
2694
t f
Y
Wide-flange sections are designated, in order, by a section letter, nominal depth of the member in inches, and the nominal weight in pounds per foot. Thus: W 14 × 38 indicates a wide-flange section having a nominal depth of 14 inches, and a nominal weight per foot of 38 pounds. Actual geometry for each section can be obtained from the values below.
X X
d
t w
Y
b f
Axis X-X
Axis Y-Y
Flange
Web Thick ness, t w inch
Thick- ness, t f inch
Area, A inch 2
Depth, d inch
Width, b f inch
I inch 4
S inch 3
r inch
I inch 4
S inch 3
r inch
Designation
38.8 14.66 14.725 1.030 0.645 1530 209 6.28 548 35.3 14.48 14.670 0.940 0.590 1380 190 6.24 495 32.0 14.32 14.605 0.860 0.525 1240 173 6.22 447 29.1 14.16 14.565 0.780 0.485 1110 157 6.17 402 26.5 14.02 14.520 0.710 0.440 999 143 6.14 362 24.1 14.31 10.130 0.855 0.510 882 123 6.05 148 21.8 14.17 10.070 0.785 0.450 796 112 6.04 134 20.0 14.04 10.035 0.720 0.415 723 103 6.01 121 17.9 13.89 9.995 0.645 0.375 640 92.2 5.98 107
74.5 3.76 67.5 3.74 61.2 3.73 55.2 3.71 49.9 3.70 29.3 2.48 26.6 2.48 24.2 2.46 21.5 2.45
W 14 × 132
× 120 × 109 × 99 × 90 × 82 × 74 × 68 × 61
15.6 13.92 8.060 0.660 0.370 541 77.8 5.89 57.7 14.3 1.92 14.1 13.79 8.030 0.595 0.340 485 70.3 5.85 51.4 12.8 1.91 12.6 13.66 7.995 0.530 0.305 428 62.7 5.82 45.2 11.3 1.89 11.2 14.10 6.770 0.515 0.310 385 54.6 5.87 26.7 7.88 1.55 10.0 13.98 6.745 0.455 0.285 340 48.6 5.83 23.3 6.91 1.53 8.85 13.84 6.730 0.385 0.270 291 42.0 5.73 19.6 5.82 1.49
× 53 × 48 × 43 × 38 × 34 × 30 × 26 × 22
7.69 13.91 5.025 0.420 0.255 245 35.3 5.65 6.49 13.74 5.000 0.335 0.230 199 29.0 5.54
8.91 3.54 1.08 7.00 2.80 1.04
98.8 16.82 13.385 2.955 1.775 4060 483 6.41 1190 177 89.6 16.32 13.235 2.705 1.625 3550 435 6.29 1050 159 81.9 15.85 13.140 2.470 1.530 3110 393 6.16 937 143 74.1 15.41 13.005 2.250 1.395 2720 353 6.06 828 127 67.7 15.05 12.895 2.070 1.285 2420 321 5.97 742 115 61.8 14.71 12.790 1.900 1.180 2140 292 5.89 664 104
3.47 3.42 3.38 3.34 3.31 3.28
W 12 × 336
× 305 × 279 × 252 × 230 × 210 × 190 × 170 × 152 × 136 × 120 × 106 × 96 × 87 × 79 × 72 × 65
55.8 14.38 12.670 1.735 1.060 1890 263 5.82 589 50.0 14.03 12.570 1.560 0.960 1650 235 5.74 517 44.7 13.71 12.480 1.400 0.870 1430 209 5.66 454 39.9 13.41 12.400 1.250 0.790 1240 186 5.58 398 35.3 13.12 12.320 1.105 0.710 1070 163 5.51 345 31.2 12.89 12.220 0.990 0.610 933 145 5.47 301 28.2 12.71 12.160 0.900 0.550 833 131 5.44 270 25.6 12.53 12.125 0.810 0.515 740 118 5.38 241 23.2 12.38 12.080 0.735 0.470 662 107 5.34 216 21.1 12.25 12.040 0.670 0.430 597 97.4 5.31 195 19.1 12.12 12.000 0.605 0.390 533 87.9 5.28 174 17.0 12.19 10.010 0.640 0.360 475 78.0 5.28 107
93.0 3.25 82.3 3.22 72.8 3.19 64.2 3.16 56.0 3.13 49.3 3.11 44.4 3.09 39.7 3.07 35.8 3.05 32.4 3.04 29.1 3.02 21.4 2.51
× 58 × 53 × 50 × 45 × 40 × 35 × 30 × 26 × 22 × 19 × 16 × 14
15.6 12.06 9.995 0.575 0.345 425 70.6 5.23 95.8 19.2 2.48 14.7 12.19 8.080 0.640 0.370 394 64.7 5.18 56.3 13.9 1.96 13.2 12.06 8.045 0.575 0.335 350 58.1 5.15 50.0 12.4 1.94 11.8 11.94 8.005 0.515 0.295 310 51.9 5.13 44.1 11.0 1.93 10.3 12.50 6.560 0.520 0.300 285 45.6 5.25 24.5 7.47 1.54 8.79 12.34 6.520 0.440 0.260 238 38.6 5.21 20.3 6.24 1.52 7.65 12.22 6.490 0.380 0.230 204 33.4 5.17 17.3 5.34 1.51
6.48 12.31 4.030 0.425 0.260 156 25.4 4.91 5.57 12.16 4.005 0.350 0.235 130 21.3 4.82 4.71 11.99 3.990 0.265 0.220 103 17.1 4.67 4.16 11.91 3.970 0.225 0.200 88.6 14.9 4.62
4.66 2.31 0.847 3.76 1.88 0.822 2.82 1.41 0.773
2.36 1.19 0.753 Data taken from the “Manual of Steel Construction,” 8th Edition, 1980, with permission of the American Institute of Steel Construction.
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