Rolled Steel Sections Machinery's Handbook, 31st Edition Table 2d. Steel Wide-Flange Sections
2695
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 8 × 67 indicates a wide-flange section having a nominal depth of 8 inches, and a nominal weight per foot of 67 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
W 10 × 112 32.9 11.36 10.415 1.250 0.755 716 126 4.66 236 45.3 2.68 × 100 29.4 11.10 10.340 1.120 0.680 623 112 4.60 207 40.0 2.65 × 88 25.9 10.84 10.265 0.990 0.605 534 98.5 4.54 179 34.8 2.63 × 77 22.6 10.60 10.190 0.870 0.530 455 85.9 4.49 154 30.1 2.60 × 68 20.0 10.40 10.130 0.770 0.470 394 75.7 4.44 134 26.4 2.59 × 60 17.6 10.22 10.080 0.680 0.420 341 66.7 4.39 116 23.0 2.57 × 54 15.8 10.09 10.030 0.615 0.370 303 60.0 4.37 103 20.6 2.56 × 49 14.4 9.98 10.000 0.560 0.340 272 54.6 4.35 93.4 18.7 2.54 × 45 13.3 10.10 8.020 0.620 0.350 248 49.1 4.32 53.4 13.3 2.01 × 39 11.5 9.92 7.985 0.530 0.315 209 42.1 4.27 45.0 11.3 1.98 × 33 9.71 9.73 7.960 0.435 0.290 170 35.0 4.19 36.6 9.20 1.94 × 30 8.84 10.47 5.810 0.510 0.300 170 32.4 4.38 16.7 5.75 1.37 × 26 7.61 10.33 5.770 0.440 0.260 144 27.9 4.35 14.1 4.89 1.36 × 22 6.49 10.17 5.750 0.360 0.240 118 23.2 4.27 11.4 3.97 1.33 × 19 5.62 10.24 4.020 0.395 0.250 96.3 18.8 4.14 4.29 2.14 0.874 × 17 4.99 10.11 4.010 0.330 0.240 81.9 16.2 4.05 3.56 1.78 0.844 × 15 4.41 9.99 4.000 0.270 0.230 68.9 13.8 3.95 2.89 1.45 0.810 × 12 3.54 9.87 3.960 0.210 0.190 53.8 10.9 3.90 2.18 1.10 0.785 W 8 × 67 19.7 9.00 8.280 0.935 0.570 272 60.4 3.72 88.6 21.4 2.12 × 58 17.1 8.75 8.220 0.810 0.510 228 52.0 3.65 75.1 18.3 2.10 × 48 14.1 8.50 8.110 0.685 0.400 184 43.3 3.61 60.9 15.0 2.08 × 40 11.7 8.25 8.070 0.560 0.360 146 35.5 3.53 49.1 12.2 2.04 × 35 10.3 8.12 8.020 0.495 0.310 127 31.2 3.51 42.6 10.6 2.03 × 31 9.13 8.00 7.995 0.435 0.285 110 27.5 3.47 37.1 9.27 2.02 × 28 8.25 8.06 6.535 0.465 0.285 98.0 24.3 3.45 21.7 6.63 1.62 × 24 7.08 7.93 6.495 0.400 0.245 82.8 20.9 3.42 18.3 5.63 1.61 × 21 6.16 8.28 5.270 0.400 0.250 75.3 18.2 3.49 9.77 3.71 1.26 × 18 5.26 8.14 5.250 0.330 0.230 61.9 15.2 3.43 7.97 3.04 1.23 × 15 4.44 8.11 4.015 0.315 0.245 48.0 11.8 3.29 3.41 1.70 0.876 × 13 3.84 7.99 4.000 0.255 0.230 39.6 9.91 3.21 2.73 1.37 0.843 × 10 2.96 7.89 3.940 0.205 0.170 30.8 7.81 3.22 2.09 1.06 0.841 W 6 × 25 7.34 6.38 6.080 0.455 0.320 53.4 16.7 2.70 17.1 5.61 1.52 × 20 5.87 6.20 6.020 0.365 0.260 41.4 13.4 2.66 13.3 4.41 1.50 × 16 4.74 6.28 4.030 0.405 0.260 32.1 10.2 2.60 4.43 2.20 0.966 × 15 4.43 5.99 5.990 0.260 0.230 29.1 9.72 2.56 9.32 3.11 1.46 × 12 3.55 6.03 4.000 0.280 0.230 22.1 7.31 2.49 2.99 1.50 0.918 × 9 2.68 5.90 3.940 0.215 0.170 16.4 5.56 2.47 2.19 1.11 0.905 W 5 × 19 5.54 5.15 5.030 0.430 0.270 26.2 10.2 2.17 9.13 3.63 1.28 × 16 4.68 5.01 5.000 0.360 0.240 21.3 8.51 2.13 7.51 3.00 1.27 W 4 × 13 3.83 4.16 4.060 0.345 0.280 11.3 5.46 1.72 3.86 1.90 1.00 Symbols: I = moment of inertia; S = section modulus; r = radius of gyration. Data taken from the “Manual of Steel Construction,” 8th Edition, 1980, with permission of the American Institute of Steel Construction.
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