40
W SHAPES Dimensions Desig- nation Area A Depth d Web Flange Distance Thickness t w t w 2 Width b f Thickness t f T k k1 in. 2 in. in. in. in. in. in. in. in. W44×335 98.3 44.02 44 1.020 1 1 2 15.950 15 3 4 1.770 1 3 4 38 7 16 2 9 16 1 5 16 W40×290 85.8 43.62 43 5 8 0.870 7 8 7 16 15.830 15 7 8 1.580 1 9 16 38 7 16 2 3 8 1 1 4 W40×262 77.2 43.31 43 3 8 0.790 13 16 3 8 15.750 15 3 4 1.420 1 7 16 38 7 16 2 3 16 1 3 16 W40×230 67.7 42.91 42 7 8 0.710 11 16 3 8 15.750 15 3 4 1.220 1 1 4 38 7 16 2 1 1 8 W40×593* 174 42.99 43 1.790 1 13 16 1 16.690 16 3 4 3.230 3 1 4 34 3 16 4 7 16 2 1 16 W40×503* 148 42.05 42 1 16 1.540 1 9 16 3 4 16.420 16 7 16 2.760 2 3 4 34 3 16 3 15 16 1 15 16 W40×431 127 41.26 41 1 4 1.340 1 5 16 11 16 16.220 16 1 4 2.360 2 3 8 34 3 16 3 9 16 1 7 8 W40×372 109 40.63 40 5 8 1.160 1 3 16 9 16 16.060 16 1 16 2.050 2 1 16 34 3 16 3 1 4 1 3 4 W40×321 94.1 40.08 40 1 16 1.000 1 1 2 15.910 15 7 8 1.770 1 3 4 34 3 16 2 15 16 1 11 16 W40×297 87.4 39.84 39 7 8 0.930 15 16 1 2 15.825 15 7 8 1.650 1 5 8 34 3 16 3 1 16 1 11 16 W40×277 81.3 39.69 39 3 4 0.830 13 16 7 16 15.830 15 7 8 1.575 1 9 16 34 3 16 2 3 4 1 5 8 W40×249 73.3 39.38 39 3 8 0.750 3 4 3 8 15.750 15 3 4 1.420 1 7 16 34 3 16 2 5 8 1 9 16 W40×215 63.3 38.98 39 0.650 5 8 5 16 15.750 15 3 4 1.220 1 1 4 34 3 16 2 3 8 1 1 2 W40×199 58.4 38.67 38 5 8 0.650 5 8 5 16 15.750 15 3 4 1.065 1 1 16 34 3 16 2 1 4 1 1 2 W40×174 51.1 38.20 38 1 4 0.650 5 8 5 16 15.750 15 3 4 0.830 13 16 34 3 16 2 1 1 2 W40×466* 137 42.44 42 7 16 1.67 1 11 16 13 16 12.640 12 5 8 2.950 2 15 16 34 3 16 4 1 8 2 W40×392* 115 41.57 41 9 16 1.42 1 7 16 11 16 12.360 12 3 8 2.520 2 1 2 34 3 16 3 11 16 1 7 8 W40×331 97.6 40.79 40 13 16 1.22 1 1 4 5 8 12.170 12 3 16 2.130 2 1 8 34 3 16 3 5 16 1 13 16 W40×278 81.8 40.16 40 3 16 1.02 1 1 2 11.970 12 1.810 1 13 16 34 3 16 3 1 11 16 W40×264 77.6 40.00 40 0.960 1 1 2 11.930 12 1.730 1 3 4 34 3 16 2 15 16 1 11 16 W40×235 68.9 39.69 39 3 4 0.830 13 16 7 16 11.890 11 7 8 1.575 1 7 16 34 3 16 2 3 4 1 5 8 W40×211 62.0 39.37 39 3 8 0.750 3 4 3 8 11.810 11 3 4 1.415 1 9 16 34 3 16 2 5 8 1 9 16 W40×183 53.7 38.98 39 0.650 5 8 5 16 11.810 11 3 4 1.220 1 1 4 34 3 16 2 3 8 1 1 2 W40×167 49.1 38.59 38 5 8 0.650 5 8 5 16 11.810 11 3 4 1.025 1 34 3 16 2 3 16 1 1 2 W40×149 43.8 38.20 38 1 4 0.630 5 8 5 16 11.810 11 3 4 0.830 13 16 34 3 16 2 1 1 2 W36×848* 249 42.45 42 1 2 2.520 2 1 2 1 1 4 18.130 18 1 8 4.530 4 1 2 31 1 8 5 11 16 2 1 4 W40×798* 234 41.97 42 2.380 2 3 8 1 3 16 17.990 18 4.290 4 5 16 31 1 8 5 7 16 2 3 16 W40×650* 190 40.47 40 1 2 1.970 2 1 17.575 17 5 8 3.540 3 9 16 31 1 8 4 11 16 2 W40×527* 154 39.21 39 1 4 1.610 1 5 8 13 16 17.220 17 1 4 2.910 2 15 16 31 1 8 4 1 16 1 3 4 W40×439* 128 38.26 38 1 4 1.360 1 3 8 11 16 16.965 17 2.440 2 7 16 31 1 8 3 9 16 1 5 8 W40×393* 115 37.80 37 3 4 1.220 1 1 4 5 8 16.830 16 7 8 2.200 2 3 16 31 1 8 3 5 16 1 5 8 W40×359* 105 37.40 37 3 8 1.120 1 1 8 9 16 16.730 16 3 4 2.010 2 31 1 8 3 1 8 1 9 16 W40×328* 96.4 37.09 37 1 8 1.020 1 1 2 16.630 16 5 8 1.850 1 7 8 31 1 8 3 1 1 2 W40×300 88.3 36.74 36 3 4 0.945 15 16 1 2 16.655 16 5 8 1.680 1 11 16 31 1 8 2 13 16 1 1 2 W40×280 82.4 36.52 36 1 2 0.885 7 8 7 16 16.595 16 5 8 1.570 1 9 16 31 1 8 2 11 16 1 1 2 W40×260 76.5 36.26 36 1 4 0.840 13 16 7 16 16.550 16 1 2 1.440 1 7 16 31 1 8 2 9 16 1 1 2 W40×245 72.1 36.08 36 1 8 0.800 13 16 7 16 16.510 16 1 2 1.350 1 3 8 31 1 8 2 1 2 1 7 16 W40×230 67.6 35.90 35 7 8 0.760 3 4 3 8 16.470 16 1 2 1.260 1 1 4 31 1 8 2 3 8 1 7 16 *Group 4 or Group 5 shape. See Notes in Table 1-2. X X Y Y d t t k k k T b f f w 1 AMERICAN INSTITUTE OF STEEL CONSTRUCTION 1 - 26 DIMENSIONS AND PROPERTIES

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  • W SHAPESDimensions

    Desig-nation

    AreaA

    Depthd

    Web Flange Distance

    Thicknesstw

    tw2

    Widthbf

    Thicknesstf T k k1

    in.2 in. in. in. in. in. in. in. in.W44335 98.3 44.02 44 1.020 1 12 15.950 1534 1.770 134 38716 2916 1516W40290 85.8 43.62 4358 0.870 78 716 15.830 1578 1.580 1916 38716 238 114W40262 77.2 43.31 4338 0.790 1316 38 15.750 1534 1.420 1716 38716 2316 1316W40230 67.7 42.91 4278 0.710 1116 38 15.750 1534 1.220 114 38716 2 118

    W40593* 174 42.99 43 1.790 11316 1 16.690 1634 3.230 314 34316 4716 2116W40503* 148 42.05 42116 1.540 1916 34 16.420 16716 2.760 234 34316 31516 11516W40431 127 41.26 4114 1.340 1516 1116 16.220 1614 2.360 238 34316 3916 178W40372 109 40.63 4058 1.160 1316 916 16.060 16116 2.050 2116 34316 314 134W40321 94.1 40.08 40116 1.000 1 12 15.910 1578 1.770 134 34316 21516 11116W40297 87.4 39.84 3978 0.930 1516 12 15.825 1578 1.650 158 34316 3116 11116W40277 81.3 39.69 3934 0.830 1316 716 15.830 1578 1.575 1916 34316 234 158W40249 73.3 39.38 3938 0.750 34 38 15.750 1534 1.420 1716 34316 258 1916W40215 63.3 38.98 39 0.650 58 516 15.750 1534 1.220 114 34316 238 112W40199 58.4 38.67 3858 0.650 58 516 15.750 1534 1.065 1116 34316 214 112W40174 51.1 38.20 3814 0.650 58 516 15.750 1534 0.830 1316 34316 2 112

    W40466* 137 42.44 42716 1.67 11116 1316 12.640 1258 2.950 21516 34316 418 2W40392* 115 41.57 41916 1.42 1716 1116 12.360 1238 2.520 212 34316 31116 178W40331 97.6 40.79 401316 1.22 114 58 12.170 12316 2.130 218 34316 3516 11316W40278 81.8 40.16 40316 1.02 1 12 11.970 12 1.810 11316 34316 3 11116W40264 77.6 40.00 40 0.960 1 12 11.930 12 1.730 134 34316 21516 11116W40235 68.9 39.69 3934 0.830 1316 716 11.890 1178 1.575 1716 34316 234 158W40211 62.0 39.37 3938 0.750 34 38 11.810 1134 1.415 1916 34316 258 1916W40183 53.7 38.98 39 0.650 58 516 11.810 1134 1.220 114 34316 238 112W40167 49.1 38.59 3858 0.650 58 516 11.810 1134 1.025 1 34316 2316 112W40149 43.8 38.20 3814 0.630 58 516 11.810 1134 0.830 1316 34316 2 112

    W36848* 249 42.45 4212 2.520 212 114 18.130 1818 4.530 412 3118 51116 214W40798* 234 41.97 42 2.380 238 1316 17.990 18 4.290 4516 3118 5716 2316W40650* 190 40.47 4012 1.970 2 1 17.575 1758 3.540 3916 3118 41116 2W40527* 154 39.21 3914 1.610 158 1316 17.220 1714 2.910 21516 3118 4116 134W40439* 128 38.26 3814 1.360 138 1116 16.965 17 2.440 2716 3118 3916 158W40393* 115 37.80 3734 1.220 114 58 16.830 1678 2.200 2316 3118 3516 158W40359* 105 37.40 3738 1.120 118 916 16.730 1634 2.010 2 3118 318 1916W40328* 96.4 37.09 3718 1.020 1 12 16.630 1658 1.850 178 3118 3 112W40300 88.3 36.74 3634 0.945 1516 12 16.655 1658 1.680 11116 3118 21316 112W40280 82.4 36.52 3612 0.885 78 716 16.595 1658 1.570 1916 3118 21116 112W40260 76.5 36.26 3614 0.840 1316 716 16.550 1612 1.440 1716 3118 2916 112W40245 72.1 36.08 3618 0.800 1316 716 16.510 1612 1.350 138 3118 212 1716W40230 67.6 35.90 3578 0.760 34 38 16.470 1612 1.260 114 3118 238 1716

    *Group 4 or Group 5 shape. See Notes in Table 1-2.

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 26 DIMENSIONS AND PROPERTIES

  • W SHAPESProperties

    Nom-inalWt.perft

    CompactSectionCriteria

    X1 X2 106

    Elastic PropertiesPlastic

    Modulus

    Axis X-X Axis Y-Y

    Zx Zybf2tf

    htw

    Fy I S r I S rlb ksi ksi (1/ksi)2 in.4 in.3 in. in.4 in.3 in. in.3 in.3

    335 4.5 38.1 44 2430 5110 31100 1410 17.8 1200 150 3.49 1620 236 290 5.0 44.7 32 2140 8220 27100 1240 17.8 1050 133 3.50 1420 206 262 5.5 49.2 26 1930 12300 24200 1120 17.7 927 118 3.46 1270 183 230 6.5 54.8 21 1690 21200 20800 969 17.5 796 101 3.43 1100 157

    593 2.6 19.1 4790 337 50400 2340 17.0 2520 302 3.81 2760 481 503 3.0 22.2 4110 620 41700 1980 16.8 2050 250 3.72 2300 394 431 3.4 25.5 3550 1100 34800 1690 16.6 1690 208 3.65 1950 327 372 3.9 29.5 3100 1860 29600 1460 16.4 1420 177 3.60 1670 277 321 4.5 34.2 2690 3240 25100 1250 16.3 1190 150 3.56 1420 234 297 4.8 36.8 47 2500 4240 23200 1170 16.3 1090 138 3.54 1330 215 277 5.0 41.2 38 2350 5370 21900 1100 16.4 1040 132 3.58 1250 204 249 5.5 45.6 31 2120 7940 19500 992 16.3 926 118 3.56 1120 182 215 6.5 52.6 23 1830 14000 16700 858 16.2 796 101 3.54 963 156 199 7.4 52.6 23 1690 20300 14900 769 16.0 695 88.2 3.45 868 137 174 9.5 52.6 23 1500 36000 12200 639 15.5 541 68.8 3.26 715 107

    466 2.1 20.5 4560 473 36300 1710 16.3 1010 160 2.72 2050 262 392 2.5 24.1 3920 851 29900 1440 16.1 803 130 2.64 1710 212 331 2.9 28.0 3360 1560 24700 1210 15.9 646 106 2.57 1430 172 278 3.3 33.5 57 2860 2910 20500 1020 15.8 521 87.1 2.52 1190 140 264 3.4 35.6 50 2720 3510 19400 971 15.8 493 82.6 2.52 1130 132 235 3.8 41.2 38 2430 5310 17400 874 15.9 444 74.6 2.54 1010 118 211 4.2 45.6 31 2200 7890 15500 785 15.8 390 66.1 2.51 905 105 183 4.8 52.6 23 1900 13700 13300 682 15.7 336 56.9 2.50 781 89.6167 5.8 52.6 23 1750 20500 11600 599 15.3 283 47.9 2.40 692 76.0149 7.1 54.3 22 1610 31400 9780 512 14.9 229 38.8 2.29 597 62.2

    848 2.0 12.5 7100 71 67400 3170 16.4 4550 501 4.27 3830 799 798 2.1 13.2 6720 87 62600 2980 16.4 4200 467 4.24 3570 743 650 2.5 16.0 5590 175 48900 2420 16.0 3230 367 4.12 2840 580 527 3.0 19.6 4630 365 38300 1950 15.8 2490 289 4.02 2270 454 439 3.5 23.1 3900 704 31000 1620 15.6 1990 235 3.95 1860 367 393 3.8 25.8 3540 1040 27500 1450 15.5 1750 208 3.90 1660 325 359 4.2 28.1 3240 1470 24800 1320 15.4 1570 188 3.87 1510 292 328 4.5 30.9 2980 2040 22500 1210 15.3 1420 171 3.84 1380 265 300 5.0 33.3 58 2720 2930 20300 1110 15.2 1300 156 3.83 1260 241 280 5.3 35.6 51 2560 3730 18900 1030 15.1 1200 144 3.81 1170 223 260 5.7 37.5 46 2370 5100 17300 953 15.0 1090 132 3.78 1080 204 245 6.1 39.4 41 2230 6430 16100 895 15.0 1010 123 3.75 1010 190 230 6.5 41.4 37 2100 8190 15000 837 14.9 940 114 3.73 943 176

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 27

  • W SHAPESDimensions

    Desig-nation

    AreaA

    Depthd

    Web Flange Distance

    Thicknesstw

    tw2

    Widthbf

    Thicknesstf T k k1

    in.2 in. in. in. in. in. in. in. in.W36256 75.4 37.43 3738 0.960 1 12 12.215 1214 1.730 134 3218 258 1516W40232 68.1 37.12 3718 0.870 78 716 12.120 1218 1.570 1916 3218 212 114W40210 61.8 36.69 3634 0.830 1316 716 12.180 1218 1.360 138 3218 2516 114W40194 57.0 36.49 3612 0.765 34 38 12.115 1218 1.260 114 3218 2316 1316W40182 53.6 36.33 3638 0.725 34 38 12.075 1218 1.180 1316 3218 218 1316W40170 50.0 36.17 3618 0.680 1116 38 12.030 12 1.100 118 3218 2 1316W40160 47.0 36.01 36 0.650 58 516 12.000 12 1.020 1 3218 11516 118W40150 44.2 35.85 3578 0.625 58 516 11.975 12 0.940 1516 3218 178 118W40135 39.7 35.55 3512 0.600 58 516 11.950 12 0.790 1316 3218 11116 118

    W33354* 104 35.55 3512 1.160 1316 58 16.100 1618 2.090 2116 2934 278 138W40318* 93.5 35.16 3518 1.040 1116 916 15.985 16 1.890 178 2934 21116 1516W40291* 85.6 34.84 3478 0.960 1 12 15.905 1578 1.730 134 2934 2916 114W40263* 77.4 34.53 3412 0.870 78 716 15.805 1534 1.570 1916 2934 238 1316W40241 70.9 34.18 3418 0.830 1316 716 15.860 1578 1.400 138 2934 2316 1316W40221 65.0 33.93 3378 0.775 34 38 15.805 1534 1.275 114 2934 2116 1316W40201 59.1 33.68 3358 0.715 1116 38 15.745 1534 1.150 118 2934 11516 118

    W33169 49.5 33.82 3378 0.670 1116 38 11.500 1112 1.220 114 2934 2116 118W40152 44.7 33.49 3312 0.635 58 516 11.565 1158 1.055 1116 2934 178 118W40141 41.6 33.30 3314 0.605 58 516 11.535 1112 0.960 1516 2934 134 1116W40130 38.3 33.09 3318 0.580 916 516 11.510 1112 0.855 78 2934 11116 1116W40118 34.7 32.86 3278 0.550 916 516 11.480 1112 0.740 34 2934 1916 1116

    W30477* 140 34.21 3414 1.630 158 1316 15.865 1578 2.950 3 2634 334 1916W40391* 114 33.19 3314 1.360 138 1116 15.590 1558 2.440 2716 2634 314 1716W40326* 95.7 32.40 3238 1.140 118 916 15.370 1538 2.050 2116 2634 21316 1516W40292* 85.7 32.01 32 1.020 1 12 15.255 1512 1.850 178 2634 258 114W40261 76.7 31.61 3158 0.930 1516 12 15.155 1518 1.650 158 2634 2716 1316W40235 69.0 31.30 3114 0.830 1316 716 15.055 15 1.500 112 2634 214 118W40211 62.0 30.94 31 0.775 34 38 15.105 1518 1.315 1516 2634 218 118W40191 56.1 30.68 3058 0.710 1116 38 15.040 15 1.185 1316 2634 11516 1116W40173 50.8 30.44 3012 0.655 58 516 14.985 15 1.065 1116 2634 1116 1116

    W30148 43.5 30.67 3058 0.650 58 516 10.480 1012 1.180 1316 2634 2 1W40132 38.9 30.31 3014 0.615 58 516 10.545 1012 1.000 1 2634 134 1116W40124 36.5 30.17 3018 0.585 916 516 10.515 1012 0.930 1516 2634 11116 1W40116 34.2 30.01 30 0.565 916 516 10.495 1012 0.850 78 2634 158 1W40108 31.7 29.83 2978 0.545 916 516 10.475 1012 0.760 34 2634 1916 1W4099 29.1 29.65 2958 0.520 12 14 10.450 1012 0.670 1116 2634 1716 1W4090 26.4 29.53 2912 0.470 12 14 10.400 1038 0.610 916 2634 1516 1

    *Group 4 or Group 5 shape. See Notes in Table 1-2.

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 28 DIMENSIONS AND PROPERTIES

  • W SHAPESProperties

    Nom-inalWt.perft

    CompactSectionCriteria

    X1 X2 106

    Elastic PropertiesPlastic

    Modulus

    Axis X-X Axis Y-Y

    Zx Zybf2tf

    htw

    Fy I S r I S rlb ksi ksi (1/ksi)2 in.4 in.3 in. in.4 in.3 in. in.3 in.3

    256 3.5 33.8 56 2840 2870 16800 895 14.9 528 86.5 2.65 1040 137 232 3.9 37.3 46 2580 4160 15000 809 14.8 468 77.2 2.62 936 122 210 4.5 39.1 42 2320 6560 13200 719 14.6 411 67.5 2.58 833 107 194 4.8 42.4 36 2140 8850 12100 664 14.6 375 61.9 2.56 767 97.7182 5.1 44.8 32 2020 11300 11300 623 14.5 347 57.6 2.55 718 90.7170 5.5 47.8 28 1900 14500 10500 580 14.5 320 53.2 2.53 668 83.8160 5.9 50.0 26 1780 18600 9750 542 14.4 295 49.1 2.50 624 77.3150 6.4 52.0 24 1680 24200 9040 504 14.3 270 45.1 2.47 581 70.9135 7.6 54.1 22 1520 38000 7800 439 14.0 225 37.7 2.38 509 59.7

    354 3.8 25.8 3540 1030 21900 1230 14.5 1460 181 3.74 1420 282 318 4.2 28.8 3200 1530 19500 1110 14.4 1290 161 3.71 1270 250 291 4.6 31.2 2940 2130 17700 1010 14.4 1160 146 3.69 1150 226 263 5.0 34.5 54 2670 3100 15800 917 14.3 1030 131 3.66 1040 202 241 5.7 36.1 49 2430 4590 14200 829 14.1 932 118 3.63 939 182 221 6.2 38.7 43 2240 6440 12800 757 14.1 840 106 3.59 855 164 201 6.8 41.9 36 2040 9390 11500 684 14.0 749 95.2 3.56 772 147

    169 4.7 44.7 32 2160 8150 9290 549 13.7 310 53.9 2.50 629 84.4152 5.5 47.2 29 1940 12900 8160 487 13.5 273 47.2 2.47 559 73.9141 6.0 49.6 26 1800 17800 7450 448 13.4 246 42.7 2.43 514 66.9130 6.7 51.7 24 1660 25100 6710 406 13.2 218 37.9 2.39 467 59.5118 7.8 54.5 22 1510 37700 5900 359 13.0 187 32.6 2.32 415 51.3

    477 2.7 16.6 5420 193 26100 1530 13.7 1970 249 3.75 1790 390 391 3.2 19.9 4510 386 20700 1250 13.5 1550 198 3.68 1430 310 326 3.7 23.7 3860 735 16800 1030 13.2 1240 162 3.61 1190 252 292 4.1 26.5 3460 1110 14900 928 13.2 1100 144 3.58 1060 223 261 4.6 29.0 3110 1690 13100 827 13.1 959 127 3.54 941 196 235 5.0 32.5 61 2820 2460 11700 746 13.0 855 114 3.52 845 175 211 5.7 34.9 53 2510 3950 10300 663 12.9 757 100 3.49 749 154 191 6.3 38.0 44 2280 5840 9170 598 12.8 673 89.5 3.46 673 138 173 7.0 41.2 38 2070 8540 8200 539 12.7 598 79.8 3.43 605 123

    148 4.4 41.5 37 2310 6180 6680 436 12.4 227 43.3 2.28 500 68.0132 5.3 43.9 33 2050 10500 5770 380 12.2 196 37.2 2.25 437 58.4124 5.7 46.2 30 1930 13500 5360 355 12.1 181 34.4 2.23 408 54.0116 6.2 47.8 28 1800 17700 4930 329 12.0 164 31.3 2.19 378 49.2108 6.9 49.6 26 1680 24200 4470 299 11.9 146 27.9 2.15 346 43.9 99 7.8 51.9 24 1560 34100 3990 269 11.7 128 24.5 2.10 312 38.6 90 8.5 57.5 19 1430 47000 3620 245 11.7 115 22.1 2.09 283 34.7

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 29

  • W SHAPESDimensions

    Desig-nation

    AreaA

    Depthd

    Web Flange Distance

    Thicknesstw

    tw2

    Widthbf

    Thicknesstf T k k1

    in.2 in. in. in. in. in. in. in. in.W27539* 158 32.52 3212 1.970 2 1 15.255 1514 3.540 3916 24 414 158W40448* 131 31.42 3138 1.650 158 1316 14.940 15 2.990 3 24 31116 112W40368* 108 30.39 3038 1.380 138 1116 14.665 1458 2.480 212 24 3316 1516W40307* 90.2 29.61 2958 1.160 1316 58 14.445 1412 2.090 2116 24 21316 114W40258 75.7 28.98 29 0.980 1 12 14.270 1414 1.770 134 24 212 118W40235 69.1 28.66 2858 0.910 1516 12 14.190 1414 1.610 158 24 2516 118W40217 63.8 28.43 2838 0.830 1316 716 14.115 1418 1.500 112 24 2316 1116W40194 57.0 28.11 2818 0.750 34 38 14.035 14 1.340 1516 24 2116 1W40178 52.3 27.81 2734 0.725 34 38 14.085 1418 1.190 1316 24 178 1116W40161 47.4 27.59 2758 0.660 1116 38 14.020 14 1.080 1116 24 11316 1W40146 42.9 27.38 2738 0.605 58 516 13.965 14 0.975 1 24 11116 1

    W27129 37.8 27.63 2758 0.610 58 516 10.010 10 1.100 118 24 11316 1516W40114 33.5 27.29 2714 0.570 916 516 10.070 1018 0.930 1516 24 158 1516W40102 30.0 27.09 2718 0.515 12 14 10.015 10 0.830 1316 24 1916 1516W4094 27.7 26.92 2678 0.490 12 14 9.990 10 0.745 34 24 1716 1516W4084 24.8 26.71 2634 0.460 716 14 9.960 10 0.640 58 24 138 1516

    W24492* 144 29.65 2958 1.970 2 1 14.115 1418 3.540 3916 21 4516 1916W40408* 119 28.54 2812 1.650 158 1316 13.800 1334 2.990 3 21 334 138W40335* 98.4 27.52 2712 1.380 138 1116 13.520 1312 2.480 212 21 314 114W40279* 82.0 26.73 2634 1.160 1316 58 13.305 1314 2.090 2116 21 278 118W40250* 73.5 26.34 2638 1.040 1116 916 13.185 1318 1.890 178 21 21116 118W40229 67.2 26.02 26 0.960 1 12 13.110 1318 1.730 134 21 212 1W40207 60.7 25.71 2534 0.870 78 716 13.010 13 1.570 1916 21 238 1W40192 56.3 25.47 2512 0.810 1316 716 12.950 13 1.460 1716 21 214 1W40176 51.7 25.24 2514 0.750 34 38 12.890 1278 1.340 1516 21 218 1516W40162 47.7 25.00 25 0.705 1116 38 12.955 13 1.220 114 21 2 1116W40146 43.0 24.74 2434 0.650 58 516 12.900 1278 1.090 1116 21 178 1116W40131 38.5 24.48 2412 0.605 58 516 12.855 1278 0.960 1516 21 134 1116W40117 34.4 24.26 2414 0.550 916 516 12.800 1234 0.850 78 21 158 1W40104 30.6 24.06 24 0.500 12 14 12.750 1234 0.750 34 21 112 1

    W24103 30.3 24.53 2412 0.550 916 516 9.000 9 0.980 1 21 134 1316W4094 27.7 24.31 2414 0.515 12 14 9.065 918 0.875 78 21 158 1W4084 24.7 24.10 2418 0.470 12 14 9.020 9 0.770 34 21 1916 1516W4076 22.4 23.92 2378 0.440 716 14 8.990 9 0.680 1116 21 1716 1516W4068 20.1 23.73 2334 0.415 716 14 8.965 9 0.585 916 21 138 1516

    W2462 18.2 23.74 2334 0.430 716 14 7.040 7 0.590 916 21 138 1516W4055 16.2 23.57 2358 0.395 38 316 7.005 7 0.505 12 21 1516 1516

    * Group 4 or Group 5 shape. See Notes in Table 1-2.

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 30 DIMENSIONS AND PROPERTIES

  • W SHAPESProperties

    Nom-inalWt.perft

    CompactSectionCriteria

    X1 X2 106

    Elastic PropertiesPlastic

    Modulus

    Axis X-X Axis Y-Y

    Zx Zybf2tf

    htw

    Fy I S r I S rlb ksi ksi (1/ksi)2 in.4 in.3 in. in.4 in.3 in. in.3 in.3

    539 2.2 12.3 7160 66 25500 1570 12.7 2110 277 3.66 1880 437 448 2.5 14.7 6070 123 20400 1300 12.5 1670 224 3.57 1530 351 368 3.0 17.6 5100 243 16100 1060 12.2 1310 179 3.48 1240 279 307 3.5 20.9 4320 463 13100 884 12.0 1050 146 3.42 1020 227 258 4.0 24.7 3670 873 10800 742 11.9 859 120 3.37 850 187 235 4.4 26.6 3360 1230 9660 674 11.8 768 108 3.33 769 168 217 4.7 29.2 3120 1640 8870 624 11.8 704 99.8 3.32 708 154 194 5.2 32.3 61 2800 2520 7820 556 11.7 618 88.1 3.29 628 136 178 5.9 33.4 57 2550 3740 6990 502 11.6 555 78.8 3.26 567 122 161 6.5 36.7 47 2320 5370 6280 455 11.5 497 70.9 3.24 512 109 146 7.2 40.0 40 2110 7900 5630 411 11.4 443 63.5 3.21 461 97.5

    129 4.5 39.7 41 2390 5340 4760 345 11.2 184 36.8 2.21 395 57.6114 5.4 42.5 35 2100 9220 4090 299 11.0 159 31.5 2.18 343 49.3102 6.0 47.0 29 1890 14000 3620 267 11.0 139 27.8 2.15 305 43.4 94 6.7 49.4 26 1740 19900 3270 243 10.9 124 24.8 2.12 278 38.8 84 7.8 52.7 23 1570 31100 2850 213 10.7 106 21.2 2.07 244 33.2

    492 2.0 10.9 7950 43 19100 1290 11.5 1670 237 3.41 1550 375 408 2.3 13.1 6780 79 15100 1060 11.3 1320 191 3.33 1250 300 335 2.7 15.6 5700 156 11900 864 11.0 1030 152 3.23 1020 238 279 3.2 18.6 4840 297 9600 718 10.8 823 124 3.17 835 193 250 3.5 20.7 4370 436 8490 644 10.7 724 110 3.14 744 171 229 3.8 22.5 4020 605 7650 588 10.7 651 99.4 3.11 676 154 207 4.1 24.8 3650 876 6820 531 10.6 578 88.8 3.08 606 137 192 4.4 26.6 3410 1150 6260 491 10.5 530 81.8 3.07 559 126 176 4.8 28.7 3140 1590 5680 450 10.5 479 74.3 3.04 511 115 162 5.3 30.6 2870 2260 5170 414 10.4 443 68.4 3.05 468 105 146 5.9 33.2 58 2590 3420 4580 371 10.3 391 60.5 3.01 418 93.2131 6.7 35.6 50 2330 5290 4020 329 10.2 340 53.0 2.97 370 81.5117 7.5 39.2 42 2090 8190 3540 291 10.1 297 46.5 2.94 327 71.4104 8.5 43.1 34 1860 12900 3100 258 10.1 259 40.7 2.91 289 62.4

    103 4.6 39.2 42 2400 5280 3000 245 9.96 119 26.5 1.99 280 41.5 94 5.2 41.9 37 2180 7800 2700 222 9.87 109 24.0 1.98 254 37.5 84 5.9 45.9 30 1950 12200 2370 196 9.79 94.4 20.9 1.95 224 32.6 76 6.6 49.0 27 1760 18600 2100 176 9.69 82.5 18.4 1.92 200 28.6 68 7.7 52.0 24 1590 29000 1830 154 9.55 70.4 15.7 1.87 177 24.5

    62 6.0 50.1 25 1700 25100 1550 131 9.23 34.5 9.80 1.38 153 15.7 55 6.9 54.6 21 1540 39600 1350 114 9.11 29.1 8.30 1.34 134 13.3

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 31

  • W SHAPESDimensions

    Desig-nation

    AreaA

    Depthd

    Web Flange Distance

    Thicknesstw

    tw2

    Widthbf

    Thicknesstf T k k1

    in.2 in. in. in. in. in. in. in. in.W21201 59.2 23.03 23 0.910 1516 12 12.575 1258 1.630 158 1814 238 1W40182 53.6 22.72 2234 0.830 1316 716 12.500 1212 1.480 112 1814 214 1W40166 48.8 22.48 2212 0.750 34 38 12.420 1238 1.360 138 1814 218 1516W40147 43.2 22.06 22 0.720 34 38 12.510 1212 1.150 118 1814 178 1116W40132 38.8 21.83 2178 0.650 58 516 12.440 1212 1.035 1116 1814 11316 1W40122 35.9 21.68 2158 0.600 58 516 12.390 1238 0.960 1516 1814 11116 1W40111 32.7 21.51 2112 0.550 916 516 12.340 1238 0.875 78 1814 158 1516W40101 29.8 21.36 2138 0.500 12 14 12.290 1214 0.800 1316 1814 1916 1516

    W2193 27.3 21.62 2158 0.580 916 516 8.420 838 0.930 1516 1814 11116 1W4083 24.3 21.43 2138 0.515 12 14 8.355 838 0.835 1316 1814 1916 1516W4073 21.5 21.24 2114 0.455 716 14 8.295 814 0.740 34 1814 112 1516W4068 20.0 21.13 2118 0.430 716 14 8.270 814 0.685 1116 1814 1716 78W4062 18.3 20.99 21 0.400 38 316 8.240 814 0.615 58 1814 138 78

    W2157 16.7 21.06 21 0.405 38 316 6.555 612 0.650 58 1814 138 78W4050 14.7 20.83 2078 0.380 38 316 6.530 612 0.535 916 1814 1516 78W4044 13.0 20.66 2058 0.350 38 316 6.500 612 0.450 716 1814 1316 78

    W18311* 91.5 22.32 2238 1.520 112 34 12.005 12 2.740 234 1512 3716 1316W40283* 83.2 21.85 2178 1.400 138 1116 11.890 1178 2.500 212 1512 3316 1316W40258* 75.9 21.46 2112 1.280 114 58 11.770 1134 2.300 2516 1512 3 118W40234* 68.8 21.06 21 1.160 1316 58 11.650 1158 2.110 218 1512 234 1W40211* 62.1 20.67 2058 1.060 1116 916 11.555 1112 1.910 11516 1512 2916 1W40192 56.4 20.35 2038 0.960 1 12 11.455 1112 1.750 134 1512 2716 1516W40175 51.3 20.04 20 0.890 78 716 11.375 1138 1.590 1916 1512 214 78W40158 46.3 19.72 1934 0.810 1316 716 11.300 1114 1.440 1716 1512 218 78W40143 42.1 19.49 1912 0.730 34 38 11.220 1114 1.320 1516 1512 2 1316W40130 38.2 19.25 1914 0.670 1116 38 11.160 1118 1.200 1316 1512 178 1316

    W18119 35.1 18.97 19 0.655 58 516 11.265 1114 1.060 1116 1512 134 1516W40106 31.1 18.73 1834 0.590 916 516 11.200 1114 0.940 1516 1512 158 1516W4097 28.5 18.59 1858 0.535 916 516 11.145 1118 0.870 78 1512 1916 78W4086 25.3 18.39 1838 0.480 12 14 11.090 1118 0.770 34 1512 1716 78W4076 22.3 18.21 1814 0.425 716 14 11.035 11 0.680 1116 1512 138 1316

    W1871 20.8 18.47 1812 0.495 12 14 7.635 758 0.810 1316 1512 112 78W4065 19.1 18.35 1838 0.450 716 14 7.590 758 0.750 34 1512 1716 78W4060 17.6 18.24 1814 0.415 716 14 7.555 712 0.695 1116 1512 138 1316W4055 16.2 18.11 1818 0.390 38 316 7.530 712 0.630 58 1512 1516 1316W4050 14.7 17.99 18 0.355 38 316 7.495 712 0.570 916 1512 114 1316

    W1846 13.5 18.06 18 0.360 38 316 6.060 6 0.605 58 1512 114 1316W4040 11.8 17.90 1778 0.315 516 316 6.015 6 0.525 12 1512 1316 1316W4035 10.3 17.70 1734 0.300 516 316 6.000 6 0.425 716 1512 118 34

    *Group 4 or Group 5 shape. See Notes in Table 1-2.

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 32 DIMENSIONS AND PROPERTIES

  • W SHAPESProperties

    Nom-inalWt.perft

    CompactSectionCriteria

    X1 X2 106

    Elastic PropertiesPlastic

    Modulus

    Axis X-X Axis Y-Y

    Zx Zybf2tf

    htw

    Fy I S r I S rlb ksi ksi (1/ksi)2 in.4 in.3 in. in.4 in.3 in. in.3 in.3

    201 3.9 20.6 4290 453 5310 461 9.47 542 86.1 3.02 530 133 182 4.2 22.6 3910 649 4730 417 9.40 483 77.2 3.00 476 119 166 4.6 24.9 3590 904 4280 380 9.36 435 70.1 2.98 432 108 147 5.4 26.1 3140 1590 3630 329 9.17 376 60.1 2.95 373 92.6 132 6.0 28.9 2840 2350 3220 295 9.12 333 53.5 2.93 333 82.3 122 6.5 31.3 2630 3160 2960 273 9.09 305 49.2 2.92 307 75.6 111 7.1 34.1 55 2400 4510 2670 249 9.05 274 44.5 2.90 279 68.2 101 7.7 37.5 45 2200 6400 2420 227 9.02 248 40.3 2.89 253 61.7

    93 4.5 32.3 61 2680 3460 2070 192 8.70 92.9 22.1 1.84 221 34.7 83 5.0 36.4 48 2400 5250 1830 171 8.67 81.4 19.5 1.83 196 30.5 73 5.6 41.2 38 2140 8380 1600 151 8.64 70.6 17.0 1.81 172 26.6 68 6.0 43.6 34 2000 10900 1480 140 8.60 64.7 15.7 1.80 160 24.4 62 6.7 46.9 29 1820 15900 1330 127 8.54 57.5 13.9 1.77 144 21.7

    57 5.0 46.3 30 1960 13100 1170 111 8.36 30.6 9.35 1.35 129 14.8 50 6.1 49.4 26 1730 22600 984 94.5 8.18 24.9 7.64 1.30 110 12.2 44 7.2 53.6 22 1550 36600 843 81.6 8.06 20.7 6.36 1.26 95.4 10.2

    311 2.2 10.6 8160 38 6960 624 8.72 795 132 2.95 753 207 283 2.4 11.5 7520 52 6160 564 8.61 704 118 2.91 676 185 258 2.6 12.5 6920 71 5510 514 8.53 628 107 2.88 611 166 234 2.8 13.8 6360 97 4900 466 8.44 558 95.8 2.85 549 149 211 3.0 15.1 5800 140 4330 419 8.35 493 85.3 2.82 490 132 192 3.3 16.7 5320 194 3870 380 8.28 440 76.8 2.79 442 119 175 3.6 18.0 4870 274 3450 344 8.20 391 68.8 2.76 398 106 158 3.9 19.8 4430 396 3060 310 8.12 347 61.4 2.74 356 94.8 143 4.2 21.9 4060 557 2750 282 8.09 311 55.5 2.72 322 85.4 130 4.6 23.9 3710 789 2460 256 8.03 278 49.9 2.70 291 76.7

    119 5.3 24.5 3340 1210 2190 231 7.90 253 44.9 2.69 261 69.1 106 6.0 27.2 2990 1880 1910 204 7.84 220 39.4 2.66 230 60.5 97 6.4 30.0 2750 2580 1750 188 7.82 201 36.1 2.65 211 55.3 86 7.2 33.4 57 2460 4060 1530 166 7.77 175 31.6 2.63 186 48.4 76 8.1 37.8 45 2180 6520 1330 146 7.73 152 27.6 2.61 163 42.2

    71 4.7 32.4 61 2680 3310 1170 127 7.50 60.3 15.8 1.70 145 24.7 65 5.1 35.7 50 2470 4540 1070 117 7.49 54.8 14.4 1.69 133 22.5 60 5.4 38.7 43 2290 6080 984 108 7.47 50.1 13.3 1.69 123 20.6 55 6.0 41.2 38 2110 8540 890 98.3 7.41 44.9 11.9 1.67 112 18.5 50 6.6 45.2 31 1920 12400 800 88.9 7.38 40.1 10.7 1.65 101 16.6

    46 5.0 44.6 32 2060 10100 712 78.8 7.25 22.5 7.43 1.29 90.7 11.7 40 5.7 51.0 25 1810 17200 612 68.4 7.21 19.1 6.35 1.27 78.4 9.95 35 7.1 53.5 22 1590 30300 510 57.6 7.04 15.3 5.12 1.22 66.5 8.06

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 33

  • W SHAPESDimensions

    Desig-nation

    AreaA

    Depthd

    Web Flange Distance

    Thicknesstw

    tw2

    Widthbf

    Thicknesstf T k k1

    in.2 in. in. in. in. in. in. in. in.W16100 29.4 16.97 17 0.585 916 516 10.425 1038 0.985 1 1358 11116 1516W1689 26.2 16.75 1634 0.525 12 14 10.365 1038 0.875 78 1358 1916 78W1677 22.6 16.52 1612 0.455 716 14 10.295 1014 0.760 34 1358 1716 78W1667 19.7 16.33 1638 0.395 38 316 10.235 1014 0.665 1116 1358 138 1316

    W1657 16.8 16.43 1638 0.430 716 14 7.120 718 0.715 1116 1358 138 78W1650 14.7 16.26 1614 0.380 38 316 7.070 718 0.630 58 1358 1516 1316W1645 13.3 16.13 1618 0.345 38 316 7.035 7 0.565 916 1358 114 1316W1640 11.8 16.01 16 0.305 516 316 6.995 7 0.505 12 1358 1316 1316W1636 10.6 15.86 1578 0.295 516 316 6.985 7 0.430 716 1358 118 34

    W1631 9.12 15.88 1578 0.275 14 18 5.525 512 0.440 716 1358 118 34W1626 7.68 15.69 1534 0.250 14 18 5.500 512 0.345 38 1358 1116 34

    W14808* 237 22.84 2278 3.740 334 178 18.560 1812 5.120 518 1114 51316 212W16730* 215 22.42 2238 3.070 3116 1916 17.890 1778 4.910 41516 1114 5916 2316W16665* 196 21.64 2158 2.830 21316 1716 17.650 1758 4.520 412 1114 5316 2116W16605* 178 20.92 2078 2.595 258 1516 17.415 1738 4.160 4316 1114 41316 11516W16550* 162 20.24 2014 2.380 238 1316 17.200 1714 3.820 31316 1114 412 11316W16500* 147 19.60 1958 2.190 2316 118 17.010 17 3.500 312 1114 4316 134W16455* 134 19.02 19 2.015 2 1 16.835 1678 3.210 3316 1114 378 158

    W14426* 125 18.67 1858 1.875 178 1516 16.695 1634 3.035 3116 1114 31116 1916W16398* 117 18.29 1814 1.770 134 78 16.590 1658 2.845 278 1114 312 112W16370* 109 17.92 1778 1.655 158 1316 16.475 1612 2.660 21116 1114 3516 1716W16342* 101 17.54 1712 1.540 1916 1316 16.360 1638 2.470 212 1114 318 138W16311* 91.4 17.12 1718 1.410 1716 34 16.230 1614 2.260 214 1114 21516 1516W16283* 83.3 16.74 1634 1.290 1516 1116 16.110 1618 2.070 2116 1114 234 114W16257* 75.6 16.38 1638 1.175 1316 58 15.995 16 1.890 178 1114 2916 1316W16233* 68.5 16.04 16 1.070 1116 916 15.890 1578 1.720 134 1114 238 1316W16211 62.0 15.72 1534 0.980 1 12 15.800 1534 1.560 1916 1114 214 118W16193 56.8 15.48 1512 0.890 78 716 15.710 1534 1.440 1716 1114 218 1116W16176 51.8 15.22 1514 0.830 1316 716 15.650 1558 1.310 1516 1114 2 1116W16159 46.7 14.98 15 0.745 34 38 15.565 1558 1.190 1316 1114 178 1W16145 42.7 14.78 1434 0.680 1116 38 15.500 1512 1.090 1116 1114 134 1

    *Group 4 or Group 5 shape. See Notes in Table 1-2.

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 34 DIMENSIONS AND PROPERTIES

  • W SHAPESProperties

    Nom-inalWt.perft

    CompactSectionCriteria

    X1 X2 106

    Elastic PropertiesPlastic

    Modulus

    Axis X-X Axis Y-Y

    Zx Zybf2tf

    htw

    FyI S r I S r

    lb ksi ksi (1/ksi)2 in.4 in.3 in. in.4 in.3 in. in.3 in.3

    100 5.3 24.3 3450 1040 1490 175 7.10 186 35.7 2.51 198 54.9 89 5.9 27.0 3090 1630 1300 155 7.05 163 31.4 2.49 175 48.1 77 6.8 31.2 2680 2790 1110 134 7.00 138 26.9 2.47 150 41.1 67 7.7 35.9 50 2350 4690 954 117 6.96 119 23.2 2.46 130 35.5

    57 5.0 33.0 59 2650 3400 758 92.2 6.72 43.1 12.1 1.60 105 18.9 50 5.6 37.4 46 2340 5530 659 81.0 6.68 37.2 10.5 1.59 92.0 16.3 45 6.2 41.2 38 2120 8280 586 72.7 6.65 32.8 9.34 1.57 82.3 14.5 40 6.9 46.6 30 1890 12900 518 64.7 6.63 28.9 8.25 1.57 72.9 12.7 36 8.1 48.1 28 1700 20800 448 56.5 6.51 24.5 7.00 1.52 64.0 10.8

    31 6.3 51.6 24 1740 20000 375 47.2 6.41 12.4 4.49 1.17 54.0 7.03 26 8.0 56.8 20 1470 40900 301 38.4 6.26 9.59 3.49 1.12 44.2 5.48

    808 1.8 3.4 18900 1.45 16000 1400 8.21 5510 594 4.82 1834 927 730 1.8 3.7 17500 1.90 14300 1280 8.17 4720 527 4.69 1660 816 665 2.0 4.0 16300 2.50 12400 1150 7.98 4170 472 4.62 1480 730 605 2.1 4.4 15100 3.20 10800 1040 7.80 3680 423 4.55 1320 652 550 2.3 4.8 14200 4.20 9430 931 7.63 3250 378 4.49 1180 583 500 2.4 5.2 13100 5.50 8210 838 7.48 2880 339 4.43 1050 522 455 2.6 5.7 12200 7.30 7190 756 7.33 2560 304 4.38 936 468

    426 2.8 6.1 11500 8.90 6600 707 7.26 2360 283 4.34 869 434 398 2.9 6.4 10900 11.0 6000 656 7.16 2170 262 4.31 801 402 370 3.1 6.9 10300 13.9 5440 607 7.07 1990 241 4.27 736 370 342 3.3 7.4 9600 17.9 4900 559 6.98 1810 221 4.24 672 338 311 3.6 8.1 8820 24.4 4330 506 6.88 1610 199 4.20 603 304 283 3.9 8.8 8120 33.4 3840 459 6.79 1440 179 4.17 542 274 257 4.2 9.7 7460 46.1 3400 415 6.71 1290 161 4.13 487 246 233 4.6 10.7 6820 64.9 3010 375 6.63 1150 145 4.10 436 221 211 5.1 11.6 6230 91.8 2660 338 6.55 1030 130 4.07 390 198 193 5.5 12.8 5740 125 2400 310 6.50 931 119 4.05 355 180 176 6.0 13.7 5280 173 2140 281 6.43 838 107 4.02 320 163 159 6.5 15.3 4790 249 1900 254 6.38 748 96.2 4.00 287 146 145 7.1 16.8 4400 348 1710 232 6.33 677 87.3 3.98 260 133

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 35

  • W SHAPESDimensions

    Desig-nation

    AreaA

    Depthd

    Web Flange Distance

    Thicknesstw

    tw2

    Widthbf

    Thicknesstf T k k1

    in.2 in. in. in. in. in. in. in. in.W14132 38.8 14.66 1458 0.645 58 516 14.725 1434 1.030 1 1114 11116 1516W16120 35.3 14.48 1412 0.590 916 516 14.670 1458 0.940 1516 1114 158 1516W16109 32.0 14.32 1438 0.525 12 14 14.605 1458 0.860 78 1114 1916 78W1699 29.1 14.16 1418 0.485 12 14 14.565 1458 0.780 34 1114 1716 78W1690 26.5 14.02 14 0.440 716 14 14.520 1412 0.710 1116 1114 138 78

    W1482 24.1 14.31 1414 0.510 12 14 10.130 1018 0.855 78 11 158 1W1674 21.8 14.17 1418 0.450 716 14 10.070 1018 0.785 1316 11 1916 1516W1668 20.0 14.04 14 0.415 716 14 10.035 10 0.720 34 11 112 1516W1661 17.9 13.89 1378 0.375 38 316 9.995 10 0.645 58 11 1716 1516

    W1453 15.6 13.92 1378 0.370 38 316 8.060 8 0.660 1116 11 1716 1516W1648 14.1 13.79 1334 0.340 516 316 8.030 8 0.595 58 11 138 78W1643 12.6 13.66 1358 0.305 516 316 7.995 8 0.530 12 11 1516 78

    W1438 11.2 14.10 1418 0.310 516 316 6.770 634 0.515 12 12 1116 58W1634 10.0 13.98 14 0.285 516 316 6.745 634 0.455 716 12 1 58W1630 8.85 13.84 1378 0.270 14 18 6.730 634 0.385 38 12 1516 58

    W1426 7.69 13.91 1378 0.255 14 18 5.025 5 0.420 716 12 1516 916W1622 6.49 13.74 1334 0.230 14 18 5.000 5 0.335 516 12 78 916

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 36 DIMENSIONS AND PROPERTIES

  • W SHAPESProperties

    Nom-inalWt.perft

    CompactSectionCriteria

    X1 X2 106

    Elastic PropertiesPlastic

    Modulus

    Axis X-X Axis Y-Y

    Zx Zybf2tf

    htw

    Fy I S r I S rlb ksi ksi (1/ksi)2 in.4 in.3 in. in.4 in.3 in. in.3 in.3

    132 7.1 17.7 4180 428 1530 209 6.28 548 74.5 3.76 234 113 120 7.8 19.3 3830 601 1380 190 6.24 495 67.5 3.74 212 102 109 8.5 21.7 3490 853 1240 173 6.22 447 61.2 3.73 192 92.7 99 9.3 23.5 3190 1220 1110 157 6.17 402 55.2 3.71 173 83.6 90 10.2 25.9 2900 1750 999 143 6.14 362 49.9 3.70 157 75.6

    82 5.9 22.4 3600 846 882 123 6.05 148 29.3 2.48 139 44.8 74 6.4 25.3 3290 1190 796 112 6.04 134 26.6 2.48 126 40.6 68 7.0 27.5 3020 1650 723 103 6.01 121 24.2 2.46 115 36.9 61 7.7 30.4 2720 2460 640 92.2 5.98 107 21.5 2.45 102 32.8

    53 6.1 30.8 2830 2250 541 77.8 5.89 57.7 14.3 1.92 87.1 22.0 48 6.7 33.5 57 2580 3220 485 70.3 5.85 51.4 12.8 1.91 78.4 19.6 43 7.5 37.4 46 2320 4900 428 62.7 5.82 45.2 11.3 1.89 69.6 17.3

    38 6.6 39.6 41 2190 6850 385 54.6 5.87 26.7 7.88 1.55 61.5 12.1 34 7.4 43.1 35 1970 10600 340 48.6 5.83 23.3 6.91 1.53 54.6 10.6 30 8.7 45.4 31 1750 17600 291 42.0 5.73 19.6 5.82 1.49 47.3 8.99

    26 6.0 48.1 28 1890 13900 245 35.3 5.65 8.91 3.54 1.08 40.2 5.54 22 7.5 53.3 22 1610 27300 199 29.0 5.54 7.00 2.80 1.04 33.2 4.39

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 37

  • W SHAPESDimensions

    Desig-nation

    AreaA

    Depthd

    Web Flange Distance

    Thicknesstw

    tw2

    Widthbf

    Thicknesstf T k k1

    in.2 in. in. in. in. in. in. in. in.W12336* 98.8 16.82 1678 1.775 134 78 13.385 1338 2.955 21516 912 31116 112W16305* 89.6 16.32 1638 1.625 158 1316 13.235 1314 2.705 21116 912 3716 1716W16279* 81.9 15.85 1578 1.530 112 34 13.140 1318 2.470 212 912 3316 138W16252* 74.1 15.41 1538 1.395 138 1116 13.005 13 2.250 214 912 21516 1516W16230* 67.7 15.05 15 1.285 1516 1116 12.895 1278 2.070 2116 912 234 114W16210* 61.8 14.71 1434 1.180 1316 58 12.790 1234 1.900 178 912 258 114W16190 55.8 14.38 1438 1.060 1116 916 12.670 1258 1.735 134 912 2716 1316W16170 50.0 14.03 14 0.960 1516 12 12.570 1258 1.560 1916 912 214 118W16152 44.7 13.71 1334 0.870 78 716 12.480 1212 1.400 138 912 218 1116W16136 39.9 13.41 1338 0.790 1316 716 12.400 1238 1.250 114 912 11516 1W16120 35.3 13.12 1318 0.710 1116 38 12.320 1238 1.105 118 912 11316 1W16106 31.2 12.89 1278 0.610 58 516 12.220 1214 0.990 1 912 11116 1516W1696 28.2 12.71 1234 0.550 916 516 12.160 1218 0.900 78 912 158 78W1687 25.6 12.53 1212 0.515 12 14 12.125 1218 0.810 1316 912 112 78W1679 23.2 12.38 1238 0.470 12 14 12.080 1218 0.735 34 912 1716 78W1672 21.1 12.25 1214 0.430 716 14 12.040 12 0.670 1116 912 138 78W1665 19.1 12.12 1218 0.390 38 316 12.000 12 0.605 58 912 1516 1316

    W1258 17.0 12.19 1214 0.360 38 316 10.010 10 0.640 58 912 138 1316W1653 15.6 12.06 12 0.345 38 316 9.995 10 0.575 916 912 114 1316

    W1250 14.7 12.19 1214 0.370 38 316 8.080 818 0.640 58 912 138 1316W1645 13.2 12.06 12 0.335 516 316 8.045 8 0.575 916 912 114 1316W1640 11.8 11.94 12 0.295 516 316 8.005 8 0.515 12 912 114 34

    W1235 10.3 12.50 1212 0.300 516 316 6.560 612 0.520 12 1012 1 916W1630 8.79 12.34 1238 0.260 14 18 6.520 612 0.440 716 1012 1516 12W1626 7.65 12.22 1214 0.230 14 18 6.490 612 0.380 38 1012 78 12

    W1222 6.48 12.31 1214 0.260 14 18 4.030 4 0.425 716 1012 78 12W1619 5.57 12.16 1218 0.235 14 18 4.005 4 0.350 38 1012 1316 12W1616 4.71 11.99 12 0.220 14 18 3.990 4 0.265 14 1012 34 12W1614 4.16 11.91 1178 0.200 316 18 3.970 4 0.225 14 1012 1116 12

    *Group 4 or Group 5 shape. See Notes in Table 1-2.

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 38 DIMENSIONS AND PROPERTIES

  • W SHAPESProperties

    Nom-inalWt.perft

    CompactSectionCriteria

    X1 X2 106

    Elastic PropertiesPlastic

    Modulus

    Axis X-X Axis Y-Y

    Zx Zybf2tf

    htw

    Fy I S r I S rlb ksi ksi (1/ksi)2 in.4 in.3 in. in.4 in.3 in. in.3 in.3

    336 2.3 5.5 12800 6.05 4060 483 6.41 1190 177 3.47 603 274 305 2.4 6.0 11800 8.17 3550 435 6.29 1050 159 3.42 537 244 279 2.7 6.3 11000 10.8 3110 393 6.16 937 143 3.38 481 220 252 2.9 7.0 10100 14.7 2720 353 6.06 828 127 3.34 428 196 230 3.1 7.6 9390 19.7 2420 321 5.97 742 115 3.31 386 177 210 3.4 8.2 8670 26.6 2140 292 5.89 664 104 3.28 348 159 190 3.7 9.2 7940 37.0 1890 263 5.82 589 93.0 3.25 311 143 170 4.0 10.1 7190 54.0 1650 235 5.74 517 82.3 3.22 275 126 152 4.5 11.2 6510 79.3 1430 209 5.66 454 72.8 3.19 243 111 136 5.0 12.3 5850 119 1240 186 5.58 398 64.2 3.16 214 98.0 120 5.6 13.7 5240 184 1070 163 5.51 345 56.0 3.13 186 85.4 106 6.2 15.9 4660 285 933 145 5.47 301 49.3 3.11 164 75.1 96 6.8 17.7 4250 405 833 131 5.44 270 44.4 3.09 147 67.5 87 7.5 18.9 3880 586 740 118 5.38 241 39.7 3.07 132 60.4 79 8.2 20.7 3530 839 662 107 5.34 216 35.8 3.05 119 54.3 72 9.0 22.6 3230 1180 597 97.4 5.31 195 32.4 3.04 108 49.2 65 9.9 24.9 2940 1720 533 87.9 5.28 174 29.1 3.02 96.8 44.1

    58 7.8 27.0 3070 1470 475 78.0 5.28 107 21.4 2.51 86.4 32.5 53 8.7 28.1 2820 2100 425 70.6 5.23 95.8 19.2 2.48 77.9 29.1

    50 6.3 26.2 3170 1410 394 64.7 5.18 56.3 13.9 1.96 72.4 21.4 45 7.0 29.0 2870 2070 350 58.1 5.15 50.0 12.4 1.94 64.7 19.0 40 7.8 32.9 59 2580 3110 310 51.9 5.13 44.1 11.0 1.93 57.5 16.8

    35 6.3 36.2 49 2420 4340 285 45.6 5.25 24.5 7.47 1.54 51.2 11.5 30 7.4 41.8 37 2090 7950 238 38.6 5.21 20.3 6.24 1.52 43.1 9.56 26 8.5 47.2 29 1820 13900 204 33.4 5.17 17.3 5.34 1.51 37.2 8.17

    22 4.7 41.8 37 2160 8640 156 25.4 4.91 4.66 2.31 0.847 29.3 3.66 19 5.7 46.2 30 1880 15600 130 21.3 4.82 3.76 1.88 0.822 24.7 2.98 16 7.5 49.4 26 1610 32000 103 17.1 4.67 2.82 1.41 0.773 20.1 2.26 14 8.8 54.3 22 1450 49300 88.6 14.9 4.62 2.36 1.19 0.753 17.4 1.90

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 39

  • W SHAPESDimensions

    Desig-nation

    AreaA

    Depthd

    Web Flange Distance

    Thicknesstw

    tw2

    Widthbf

    Thicknesstf T k k1

    in.2 in. in. in. in. in. in. in. in.W10112 32.9 11.36 1138 0.755 34 38 10.415 1038 1.250 114 758 178 1516W10100 29.4 11.10 1118 0.680 1116 38 10.340 1038 1.120 118 758 134 78W1088 25.9 10.84 1078 0.605 58 516 10.265 1014 0.990 1 758 158 1316W1077 22.6 10.60 1058 0.530 12 14 10.190 1014 0.870 78 758 112 1316W1068 20.0 10.40 1038 0.470 12 14 10.130 1018 0.770 34 758 138 34W1060 17.6 10.22 1014 0.420 716 14 10.080 1018 0.680 1116 758 1516 34W1054 15.8 10.09 1018 0.370 38 316 10.030 10 0.615 58 758 114 1116W1049 14.4 9.98 10 0.340 516 316 10.000 10 0.560 916 758 1316 1116

    W1045 13.3 10.10 1018 0.350 38 316 8.020 8 0.620 58 758 114 1116W1039 11.5 9.92 978 0.315 516 316 7.985 8 0.530 12 758 118 1116W1033 9.71 9.73 934 0.290 516 316 7.960 8 0.435 716 758 1116 1116

    W1030 8.84 10.47 1012 0.300 516 316 5.810 534 0.510 12 858 1516 12W1026 7.61 10.33 1038 0.260 14 18 5.770 534 0.440 716 858 78 12W1022 6.49 10.17 1018 0.240 14 18 5.750 534 0.360 38 858 34 12

    W1019 5.62 10.24 1014 0.250 14 18 4.020 4 0.395 38 858 1316 12W1017 4.99 10.11 1018 0.240 14 18 4.010 4 0.330 516 858 34 12W1015 4.41 9.99 10 0.230 14 18 4.000 4 0.270 14 858 1116 716W1012 3.54 9.87 978 0.190 316 18 3.960 4 0.210 316 858 58 716

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 40 DIMENSIONS AND PROPERTIES

  • W SHAPESProperties

    Nom-inalWt.perft

    CompactSectionCriteria

    X1 X2 106

    Elastic PropertiesPlastic

    Modulus

    Axis X-X Axis Y-Y

    Zx Zybf2tf

    htw

    Fy I S r I S rlb ksi ksi (1/ksi)2 in.4 in.3 in. in.4 in.3 in. in.3 in.3

    112 4.2 10.4 7080 56.7 716 126 4.66 236 45.3 2.68 147 69.2 100 4.6 11.6 6400 83.8 623 112 4.60 207 40.0 2.65 130 61.0 88 5.2 13.0 5680 132 534 98.5 4.54 179 34.8 2.63 113 53.1 77 5.9 14.8 5010 213 455 85.9 4.49 154 30.1 2.60 97.6 45.9 68 6.6 16.7 4460 334 394 75.7 4.44 134 26.4 2.59 85.3 40.1 60 7.4 18.7 3970 525 341 66.7 4.39 116 23.0 2.57 74.6 35.0 54 8.2 21.2 3580 778 303 60.0 4.37 103 20.6 2.56 66.6 31.3 49 8.9 23.1 3280 1090 272 54.6 4.35 93.4 18.7 2.54 60.4 28.3

    45 6.5 22.5 3650 758 248 49.1 4.32 53.4 13.3 2.01 54.9 20.3 39 7.5 25.0 3190 1300 209 42.1 4.27 45.0 11.3 1.98 46.8 17.2 33 9.1 27.1 2710 2510 170 35.0 4.19 36.6 9.20 1.94 38.8 14.0

    30 5.7 29.5 2890 2160 170 32.4 4.38 16.7 5.75 1.37 36.6 8.84 26 6.6 34.0 55 2500 3790 144 27.9 4.35 14.1 4.89 1.36 31.3 7.50 22 8.0 36.9 47 2150 7170 118 23.2 4.27 11.4 3.97 1.33 26.0 6.10

    19 5.1 35.4 51 2420 5160 96.3 18.8 4.14 4.29 2.14 0.874 21.6 3.35 17 6.1 36.9 47 2210 7820 81.9 16.2 4.05 3.56 1.78 0.844 18.7 2.80 15 7.4 38.5 43 1930 14300 68.9 13.8 3.95 2.89 1.45 0.810 16.0 2.30 12 9.4 46.6 30 1550 35400 53.8 10.9 3.90 2.18 1.10 0.785 12.6 1.74

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 41

  • W SHAPESDimensions

    Desig-nation

    AreaA

    Depthd

    Web Flange Distance

    Thicknesstw

    tw2

    Widthbf

    Thicknesstf T k k1

    in.2 in. in. in. in. in. in. in. in.W867 19.7 9.00 9 0.570 916 516 8.280 814 0.935 1516 618 1716 1116W858 17.1 8.75 834 0.510 12 14 8.220 814 0.810 1316 618 1516 1116W848 14.1 8.50 812 0.400 38 316 8.110 818 0.685 1116 618 1316 58W840 11.7 8.25 814 0.360 38 316 8.070 818 0.560 916 618 1116 58W835 10.3 8.12 818 0.310 516 316 8.020 8 0.495 12 618 1 916W831 9.13 8.00 8 0.285 516 316 7.995 8 0.435 716 618 1516 916

    W828 8.25 8.06 8 0.285 516 316 6.535 612 0.465 716 618 1516 916W824 7.08 7.93 778 0.245 14 18 6.495 612 0.400 38 618 78 916

    W821 6.16 8.28 814 0.250 14 18 5.270 514 0.400 38 658 1316 12W818 5.26 8.14 818 0.230 14 18 5.250 514 0.330 516 658 34 716

    W815 4.44 8.11 818 0.245 14 18 4.015 4 0.315 516 658 34 12W813 3.84 7.99 8 0.230 14 18 4.000 4 0.255 14 658 1116 716W810 2.96 7.89 778 0.170 316 18 3.940 4 0.205 316 658 58 716

    W625 7.34 6.38 638 0.320 516 316 6.080 618 0.455 716 434 1316 716W820 5.87 6.20 614 0.260 14 18 6.020 6 0.365 38 434 34 716W815 4.43 5.99 6 0.230 14 18 5.990 6 0.260 14 434 58 38

    W616 4.74 6.28 614 0.260 14 18 4.030 4 0.405 38 434 34 716W812 3.55 6.03 6 0.230 14 18 4.000 4 0.280 14 434 58 38W89 2.68 5.90 578 0.170 316 18 3.940 4 0.215 316 434 916 38

    W519 5.54 5.15 518 0.270 14 18 5.030 5 0.430 716 312 1316 716W816 4.68 5.01 5 0.240 14 18 5.000 5 0.360 38 312 34 716

    W413 3.83 4.16 418 0.280 14 18 4.060 4 0.345 38 234 1116 716

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 42 DIMENSIONS AND PROPERTIES

  • W SHAPESProperties

    Nom-inalWt.perft

    CompactSectionCriteria

    X1 X2 106

    Elastic PropertiesPlastic

    Modulus

    Axis X-X Axis Y-Y

    Zx Zybf2tf

    htw

    Fy I S r I S rlb ksi ksi (1/ksi)2 in.4 in.3 in. in.4 in.3 in. in.3 in.3

    67 4.4 11.1 6620 73.9 272 60.4 3.72 88.6 21.4 2.12 70.2 32.7 58 5.1 12.4 5820 122 228 52.0 3.65 75.1 18.3 2.10 59.8 27.9 48 5.9 15.8 4860 238 184 43.3 3.61 60.9 15.0 2.08 49.0 22.9 40 7.2 17.6 4080 474 146 35.5 3.53 49.1 12.2 2.04 39.8 18.5 35 8.1 20.4 3610 761 127 31.2 3.51 42.6 10.6 2.03 34.7 16.1 31 9.2 22.2 3230 1180 110 27.5 3.47 37.1 9.27 2.02 30.4 14.1

    28 7.0 22.2 3480 931 98.0 24.3 3.45 21.7 6.63 1.62 27.2 10.1 24 8.1 25.8 3020 1610 82.8 20.9 3.42 18.3 5.63 1.61 23.2 8.57

    21 6.6 27.5 2890 2090 75.3 18.2 3.49 9.77 3.71 1.26 20.4 5.6918 8.0 29.9 2490 3890 61.9 15.2 3.43 7.97 3.04 1.23 17.0 4.66

    15 6.4 28.1 2670 3440 48.0 11.8 3.29 3.41 1.70 0.876 13.6 2.6713 7.8 29.9 2370 5780 39.6 9.91 3.21 2.73 1.37 0.843 11.4 2.1510 9.6 40.5 39 1760 17900 30.8 7.81 3.22 2.09 1.06 0.841 8.87 1.66

    25 6.7 15.5 4410 369 53.4 16.7 2.70 17.1 5.61 1.52 18.9 8.5620 8.2 19.1 3550 846 41.4 13.4 2.66 13.3 4.41 1.50 14.9 6.7215 11.5 21.6 2740 2470 29.1 9.72 2.56 9.32 3.11 1.46 10.8 4.75

    16 5.0 19.1 4010 591 32.1 10.2 2.60 4.43 2.20 0.966 11.7 3.3912 7.1 21.6 3100 1740 22.1 7.31 2.49 2.99 1.50 0.918 8.30 2.32 9 9.2 29.2 2360 4980 16.4 5.56 2.47 2.19 1.11 0.905 6.23 1.72

    19 5.8 14.0 5140 192 26.2 10.2 2.17 9.13 3.63 1.28 11.6 5.5316 6.9 15.8 4440 346 21.3 8.51 2.13 7.51 3.00 1.27 9.59 4.57

    13 5.9 10.6 5560 154 11.3 5.46 1.72 3.86 1.90 1.00 6.28 2.92

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 43

  • M SHAPESDimensions

    Desig-nation

    AreaA

    Depthd

    Web Flange Distance

    Thicknesstw

    tw2

    Widthbf

    Thicknesstf T k k1

    in.2 in. in. in. in. in. in. in. in.M1211.8 3.48 11.91 111516 0.177 316 116 3.065 3116 0.225 14 101516 12 38M1210.8 3.20 11.87 1178 0.162 316 116 3.065 3116 0.206 316 1078 12 38

    M109 2.67 9.86 978 0.157 316 116 2.690 21116 0.206 316 878 12 38M128 2.38 9.81 91316 0.139 18 116 2.690 21116 0.183 316 81316 12 38

    M86.5 1.92 7.85 778 0.133 18 116 2.280 214 0.186 316 678 12 38

    M518.9* 5.55 5.00 5 0.316 516 316 5.003 5 0.416 716 314 78 12

    *This shape has tapered flanges while all other M shapes have parallel flanges.

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 44 DIMENSIONS AND PROPERTIES

  • M SHAPESProperties

    Nom-inalWt.perft

    CompactSectionCriteria

    X1 X2 106

    Elastic PropertiesPlastic

    Modulus

    Axis X-X Axis Y-Y

    Zx Zybf2tf

    htw

    Fy I S r I S rlb ksi ksi (1/ksi)2 in.4 in.3 in. in.4 in.3 in. in.3 in.3

    11.8 6.8 61.4 17 1420 56700 71.7 12.1 4.54 1.09 0.709 0.559 14.3 1.16 10.8 7.4 67.0 14 1320 75800 65.8 11.1 4.54 0.995 0.649 0.558 13.1 1.05

    9 6.5 56.4 20 1570 37100 38.5 7.82 3.80 0.673 0.501 0.502 9.21 0.815 8 7.3 63.7 16 1400 57800 34.3 6.99 3.80 0.597 0.444 0.502 8.20 0.718

    6.5 6.1 51.7 24 1780 20700 18.1 4.62 3.07 0.371 0.325 0.439 5.40 0.527

    18.9 6.0 11.2 5710 134 24.1 9.63 2.08 7.86 3.14 1.19 11.0 5.02

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 45

  • S SHAPESDimensions

    Desig-nation

    AreaA

    Depthd

    Web Flange Distance

    Grip

    Max.Flge.Fas-tener

    Thicknesstw

    tw2

    Widthbf

    Thicknesstf T k

    in.2 in. in. in. in. in. in. in. in. in.S24121 35.6 24.50 2412 0.800 1316 716 8.050 8 1.090 1116 2012 2 118 1S24106 31.2 24.50 2412 0.620 58 516 7.870 778 1.090 1116 2012 2 118 1

    S24100 29.3 24.00 24 0.745 34 38 7.245 714 0.870 78 2012 134 78 1S2490 26.5 24.00 24 0.625 58 516 7.125 718 0.870 78 2012 134 78 1S2480 23.5 24.00 24 0.500 12 14 7.000 7 0.870 78 2012 134 78 1

    S2096 28.2 20.30 2014 0.800 1316 716 7.200 714 0.920 1516 1634 134 1516 1S2486 25.3 20.30 2014 0.660 1116 38 7.060 7 0.920 1516 1634 134 1516 1

    S2075 22.0 20.00 20 0.635 58 516 6.385 638 0.795 1316 1634 158 1316 78S2466 19.4 20.00 20 0.505 12 14 6.255 614 0.795 1316 1634 158 1316 78

    S1870 20.6 18.00 18 0.711 1116 38 6.251 614 0.691 1116 15 112 1116 78S2454.7 16.1 18.00 18 0.461 716 14 6.001 6 0.691 1116 15 112 1116 78

    S1550 14.7 15.00 15 0.550 916 516 5.640 558 0.622 58 1214 138 916 34S2442.9 12.6 15.00 15 0.411 716 14 5.501 512 0.622 58 1214 138 916 34

    S1250 14.7 12.00 12 0.687 1116 38 5.477 512 0.659 1116 918 1716 1116 34S2440.8 12.0 12.00 12 0.462 716 14 5.252 514 0.659 1116 918 1716 58 34

    S1235 10.3 12.00 12 0.428 716 14 5.078 518 0.544 916 958 1316 12 34S2431.8 9.35 12.00 12 0.350 38 316 5.000 5 0.544 916 958 1316 12 34

    S1035 10.3 10.00 10 0.594 58 516 4.944 5 0.491 12 734 118 12 34S2425.4 7.46 10.00 10 0.311 516 316 4.661 458 0.491 12 734 118 12 34

    S823 6.77 8.00 8 0.441 716 14 4.171 418 0.426 716 6 1 716 34S818.4 5.41 8.00 8 0.271 14 18 4.001 4 0.426 716 6 1 716 34

    S617.25 5.07 6.00 6 0.465 716 14 3.565 358 0.359 38 414 78 38 58S812.5 3.67 6.00 6 0.232 14 18 3.332 338 0.359 38 414 78 38

    S510 2.94 5.00 5 0.214 316 18 3.004 3 0.326 516 338 1316 516

    S49.5 2.79 4.00 4 0.326 516 316 2.796 234 0.293 516 212 34 516 S87.7 2.26 4.00 4 0.193 316 18 2.663 258 0.293 516 212 34 516

    S37.5 2.21 3.00 3 0.349 38 316 2.509 212 0.260 14 158 1116 14 S85.7 1.67 3.00 3 0.170 316 18 2.330 238 0.260 14 158 1116 14

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 46 DIMENSIONS AND PROPERTIES

  • S SHAPESProperties

    Nom-inalWt.perft

    CompactSectionCriteria

    X1 X2 106

    Elastic PropertiesPlastic

    Modulus

    Axis X-X Axis Y-Y

    Zx Zybf2tf

    htw

    Fy I S r I S rlb ksi ksi (1/ksi)2 in.4 in.3 in. in.4 in.3 in. in.3 in.3

    121 3.7 36.4 3310 1770 3160 258 9.43 83.3 20.7 1.53 306 36.2 106 3.6 34.1 55 2960 2470 2940 240 9.71 77.1 19.6 1.57 279 33.2

    100 4.2 28.3 3000 2940 2390 199 9.02 47.7 13.2 1.27 240 23.9 90 4.1 33.7 56 2710 4090 2250 187 9.21 44.9 12.6 1.30 222 22.3 80 4.0 42.1 36 2450 5480 2100 175 9.47 42.2 12.1 1.34 204 20.7

    96 3.9 21.6 3730 1160 1670 165 7.71 50.2 13.9 1.33 198 24.9 86 3.8 26.2 3350 1630 1580 155 7.89 46.8 13.3 1.36 183 23.0

    75 4.0 27.1 3140 2290 1280 128 7.62 29.8 9.32 1.16 153 16.7 66 3.9 34.1 55 2800 3250 1190 119 7.83 27.7 8.85 1.19 140 15.3

    70 4.5 21.8 3590 1470 926 103 6.71 24.1 7.72 1.08 125 14.4 54.7 4.3 33.6 57 2770 3400 804 89.4 7.07 20.8 6.94 1.14 105 12.1

    50 4.5 23.2 3450 1540 486 64.8 5.75 15.7 5.57 1.03 77.1 9.97 42.9 4.4 31.0 2960 2470 447 59.6 5.95 14.4 5.23 1.07 69.3 9.02

    50 4.2 13.9 5070 333 305 50.8 4.55 15.7 5.74 1.03 61.2 10.3 40.8 4.0 20.7 4050 682 272 45.4 4.77 13.6 5.16 1.06 53.1 8.85

    35 4.7 23.4 3500 1310 229 38.2 4.72 9.87 3.89 0.980 44.8 6.79 31.8 4.6 28.6 3190 1710 218 36.4 4.83 9.36 3.74 1.00 42.0 6.40

    35 5.0 13.8 4960 374 147 29.4 3.78 8.36 3.38 0.901 35.4 6.22 25.4 4.7 26.4 3430 1220 124 24.7 4.07 6.79 2.91 0.954 28.4 4.96

    23 4.9 14.5 4770 397 64.9 16.2 3.10 4.31 2.07 0.798 19.3 3.68 18.4 4.7 23.7 3770 821 57.6 14.4 3.26 3.73 1.86 0.831 16.5 3.16

    17.25 5.0 9.9 6250 143 26.3 8.77 2.28 2.31 1.30 0.675 10.6 2.36 12.5 4.6 19.9 4290 477 22.1 7.37 2.45 1.82 1.09 0.705 8.47 1.85

    10 4.6 17.4 4630 348 12.3 4.92 2.05 1.22 0.809 0.643 5.67 1.37

    9.5 4.8 8.7 6830 87.4 6.79 3.39 1.56 0.903 0.646 0.569 4.04 1.13 7.7 4.5 14.7 5240 207 6.08 3.04 1.64 0.764 0.574 0.581 3.51 0.964

    7.5 4.8 5.6 9160 28.1 2.93 1.95 1.15 0.586 0.468 0.516 2.36 0.826 5.7 4.5 11.4 6160 106 2.52 1.68 1.23 0.455 0.390 0.522 1.95 0.653

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 47

  • HP SHAPESDimensions

    Desig-nation

    AreaA

    Depthd

    Web Flange Distance

    Thicknesstw

    tw2

    Widthbf

    Thicknesstf T k k1

    in.2 in. in. in. in. in. in. in. in.HP14117 34.4 14.21 1414 0.805 1316 716 14.885 1478 0.805 1316 1114 112 1116HP14102 30.0 14.01 14 0.705 1116 38 14.785 1434 0.705 1116 1114 138 1HP1489 26.1 13.83 1378 0.615 58 516 14.695 1434 0.615 58 1114 1516 1516HP1473 21.4 13.61 1358 0.505 12 14 14.585 1458 0.505 12 1114 1316 78

    HP1284 24.6 12.28 1214 0.685 1116 38 12.295 1214 0.685 1116 912 138 1HP1474 21.8 12.13 1218 0.605 58 516 12.215 1214 0.610 58 912 1516 1516HP1463 18.4 11.94 12 0.515 12 14 12.125 1218 0.515 12 912 114 78HP1453 15.5 11.78 1134 0.435 716 14 12.045 12 0.435 716 912 118 78

    HP1057 16.8 9.99 10 0.565 916 516 10.225 1014 0.565 916 758 1316 1316HP1442 12.4 9.70 934 0.415 716 14 10.075 1018 0.420 716 758 1116 34

    HP836 10.6 8.02 8 0.445 716 14 8.155 818 0.445 716 618 1516 58

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 48 DIMENSIONS AND PROPERTIES

  • HP SHAPESProperties

    Nom-inalWt.perft

    CompactSectionCriteria

    X1 X2 106

    Elastic PropertiesPlastic

    Modulus

    Axis X-X Axis Y-Y

    Zx Zybf2tf

    htw

    Fy I S r I S rlb ksi ksi (1/ksi)2 in.4 in.3 in. in.4 in.3 in. in.3 in.3

    117 9.2 14.2 3870 659 1220 172 5.96 443 59.5 3.59 194 91.4102 10.5 16.2 3400 1090 1050 150 5.92 380 51.4 3.56 169 78.8 89 11.9 18.5 2960 1840 904 131 5.88 326 44.3 3.53 146 67.7 73 14.4 22.6 2450 3880 729 107 5.84 261 35.8 3.49 118 54.6

    84 9.0 14.2 3860 670 650 106 5.14 213 34.6 2.94 120 53.2 74 10.0 16.0 3440 1050 569 93.8 5.11 186 30.4 2.92 105 46.6 63 11.8 18.9 2940 1940 472 79.1 5.06 153 25.3 2.88 88.3 38.7 53 13.8 22.3 2500 3650 393 66.8 5.03 127 21.1 2.86 74.0 32.2

    57 9.0 13.9 3920 631 294 58.8 4.18 101 19.7 2.45 66.5 30.3 42 12.0 18.9 2920 1970 210 43.4 4.13 71.7 14.2 2.41 48.3 21.8

    36 9.2 14.2 3840 685 119 29.8 3.36 40.3 9.88 1.95 33.6 15.2

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 49

  • CHANNELSAMERICAN STANDARD

    Dimensions

    Desig-nation

    AreaA

    Web Flange Distance

    Grip

    Max.Flge.Fas-tener

    Depthd

    Thicknesstw

    tw2

    Widthbf

    Thicknesstf T k

    in.2 in. in. in. in. in. in. in. in. in.C1550 14.7 15.00 0.716 1116 38 3.716 334 0.650 58 1218 1716 58 1C1540 11.8 15.00 0.520 12 14 3.520 312 0.650 58 1218 1716 58 1C1533.9 9.96 15.00 0.400 38 316 3.400 338 0.650 58 1218 1716 58 1

    C1230 8.82 12.00 0.510 12 14 3.170 318 0.501 12 934 118 12 78C1525 7.35 12.00 0.387 38 316 3.047 3 0.501 12 934 118 12 78C1520.7 6.09 12.00 0.282 516 18 2.942 3 0.501 12 934 118 12 78

    C1030 8.82 10.00 0.673 1116 516 3.033 3 0.436 716 8 1 716 34C1525 7.35 10.00 0.526 12 14 2.886 278 0.436 716 8 1 716 34C1520 5.88 10.00 0.379 38 316 2.739 234 0.436 716 8 1 716 34C1515.3 4.49 10.00 0.240 14 18 2.600 258 0.436 716 8 1 716 34

    C920 5.88 9.00 0.448 716 14 2.648 258 0.413 716 718 1516 716 34C515 4.41 9.00 0.285 516 18 2.485 212 0.413 716 718 1516 716 34C513.4 3.94 9.00 0.233 14 18 2.433 238 0.413 716 718 1516 716 34

    C818.75 5.51 8.00 0.487 12 14 2.527 212 0.390 38 618 1516 38 34C813.75 4.04 8.00 0.303 516 18 2.343 238 0.390 38 618 1516 38 34C811.5 3.38 8.00 0.220 14 18 2.260 214 0.390 38 618 1516 38 34

    C712.25 3.60 7.00 0.314 516 316 2.194 214 0.366 38 514 78 38 58C89.8 2.87 7.00 0.210 316 18 2.090 218 0.366 38 514 78 38 58

    C613 3.83 6.00 0.437 716 316 2.157 218 0.343 516 438 1316 516 58C810.5 3.09 6.00 0.314 516 316 2.034 2 0.343 516 438 1316 38 58C88.2 2.40 6.00 0.200 316 18 1.920 178 0.343 516 438 1316 516 58

    C59 2.64 5.00 0.325 516 316 1.885 178 0.320 516 312 34 516 58C86.7 1.97 5.00 0.190 316 18 1.750 134 0.320 516 312 34

    C47.25 2.13 4.00 0.321 516 316 1.721 134 0.296 516 258 1116 516 58C85.4 1.59 4.00 0.184 316 116 1.584 158 0.296 516 258 1116

    C36 1.76 3.00 0.356 38 316 1.596 158 0.273 14 158 1116 C85 1.47 3.00 0.258 14 18 1.498 112 0.273 14 158 1116 C84.1 1.21 3.00 0.170 316 116 1.410 138 0.273 14 158 1116

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 50 DIMENSIONS AND PROPERTIES

  • CHANNELSAMERICAN STANDARD

    Properties

    Nom-inalWt.perft x

    ____

    ShearCenterLoca-tioneo

    PNALoca-tionxp

    Axis X-X Axis Y-Y

    I Z S r I Z S rlb in. in. in. in.4 in.3 in.3 in. in.4 in.3 in.3 in.

    50 0.798 0.583 0.488 404 68.2 53.8 5.24 11.0 8.17 3.78 0.86740 0.777 0.767 0.390 349 57.2 46.5 5.44 9.23 6.87 3.37 0.88633.9 0.787 0.896 0.330 315 50.4 42.0 5.62 8.13 6.23 3.11 0.904

    30 0.674 0.618 0.366 162 33.6 27.0 4.29 5.14 4.33 2.06 0.76325 0.674 0.746 0.305 144 29.2 24.1 4.43 4.47 3.84 1.88 0.78020.7 0.698 0.870 0.252 129 25.4 21.5 4.61 3.88 3.49 1.73 0.799

    30 0.649 0.369 0.439 103 26.6 20.7 3.42 3.94 3.78 1.65 0.66925 0.617 0.494 0.366 91.2 23.0 18.2 3.52 3.36 3.19 1.48 0.67620 0.606 0.637 0.292 78.9 19.3 15.8 3.66 2.81 2.71 1.32 0.69215.3 0.634 0.796 0.223 67.4 15.8 13.5 3.87 2.28 2.35 1.16 0.713

    20 0.583 0.515 0.325 60.9 16.8 13.5 3.22 2.42 2.47 1.17 0.64215 0.586 0.682 0.243 51.0 13.5 11.3 3.40 1.93 2.05 1.01 0.66113.4 0.601 0.743 0.217 47.9 12.5 10.6 3.48 1.76 1.95 0.962 0.669

    18.75 0.565 0.431 0.343 44.0 13.8 11.0 2.82 1.98 2.17 1.01 0.59913.75 0.553 0.604 0.251 36.1 10.9 9.03 2.99 1.53 1.73 0.854 0.61511.5 0.571 0.697 0.209 32.6 9.55 8.14 3.11 1.32 1.58 0.781 0.625

    12.25 0.525 0.538 0.255 24.2 8.40 6.93 2.60 1.17 1.43 0.703 0.571 9.8 0.540 0.647 0.203 21.3 7.12 6.08 2.72 0.968 1.26 0.625 0.581

    13 0.514 0.380 0.317 17.4 7.26 5.80 2.13 1.05 1.36 0.642 0.52510.5 0.499 0.486 0.255 15.2 6.15 5.06 2.22 0.866 1.15 0.564 0.529 8.2 0.511 0.599 0.198 13.1 5.13 4.38 2.34 0.693 0.993 0.492 0.537

    9 0.478 0.427 0.262 8.90 4.36 3.56 1.83 0.632 0.918 0.450 0.489 6.7 0.484 0.552 0.217 7.49 3.51 3.00 1.95 0.479 0.763 0.378 0.493

    7.25 0.459 0.386 0.264 4.59 2.81 2.29 1.47 0.433 0.697 0.343 0.450 5.4 0.457 0.502 0.241 3.85 2.26 1.93 1.56 0.319 0.569 0.283 0.449

    6 0.455 0.322 0.291 2.07 1.72 1.38 1.08 0.305 0.544 0.268 0.416 5 0.438 0.392 0.242 1.85 1.50 1.24 1.12 0.247 0.466 0.233 0.410 4.1 0.436 0.461 0.284 1.66 1.30 1.10 1.17 0.197 0.401 0.202 0.404

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 51

  • CHANNELSMISCELLANEOUS

    Dimensions

    Desig-nation

    AreaA

    Depthd

    Web Flange Distance

    Grip

    Max.Flge.Fas-tener

    Thicknesstw

    tw2

    Widthbf

    Thicknesstf T k

    in.2 in. in. in. in. in. in. in. in. in.MC1858 17.1 18.00 0.700 1116 38 4.200 414 0.625 58 1514 138 58 1MC1851.9 15.3 18.00 0.600 58 516 4.100 418 0.625 58 1514 138 58 1MC1845.8 13.5 18.00 0.500 12 14 4.000 4 0.625 58 1514 138 58 1MC1842.7 12.6 18.00 0.450 716 14 3.950 4 0.625 58 1514 138 58 1

    MC1350 14.7 13.00 0.787 316 38 4.412 438 0.610 58 1014 138 58 1MC1840 11.8 13.00 0.560 916 14 4.185 418 0.610 58 1014 138 916 1MC1835 10.3 13.00 0.447 716 14 4.072 418 0.610 58 1014 138 916 1MC1831.8 9.35 13.00 0.375 38 316 4.000 4 0.610 58 1014 138 916 1

    MC1250 14.7 12.00 0.835 1316 716 4.135 418 0.700 1116 938 1516 1116 1MC1845 13.2 12.00 0.712 1116 38 4.012 4 0.700 1116 938 1516 1116 1MC1840 11.8 12.00 0.590 916 516 3.890 378 0.700 1116 938 1516 1116 1MC1835 10.3 12.00 0.467 716 14 3.767 334 0.700 1116 938 1516 1116 1MC1831 9.12 12.00 0.370 38 316 3.670 358 0.700 1116 938 1516 1116 1

    MC1210.6 3.10 12.00 0.190 316 18 1.500 112 0.309 516 1058 1116

    MC1041.1 12.1 10.00 0.796 1316 38 4.321 438 0.575 916 712 114 916 78MC1833.6 9.87 10.00 0.575 916 516 4.100 418 0.575 916 712 114 916 78MC1828.5 8.37 10.00 0.425 716 316 3.950 4 0.575 916 712 114 916 78

    MC1025 7.35 10.00 0.380 38 316 3.405 338 0.575 916 712 114 916 78MC1822 6.45 10.00 0.290 516 18 3.315 338 0.575 916 712 114 916 78

    MC108.4 2.46 10.00 0.170 316 116 1.500 112 0.280 14 858 1116

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 52 DIMENSIONS AND PROPERTIES

  • CHANNELSMISCELLANEOUS

    Properties

    Nom-inalWt.perft x

    ____

    ShearCenterLoca-tioneo

    PNALoca-tionxp

    Axis X-X Axis Y-Y

    I Z S r I Z S rlb in. in. in. in.4 in.3 in.3 in. in.4 in.3 in.3 in.

    58 0.862 0.695 0.472 676 94.6 75.1 6.29 17.8 9.94 5.32 1.02 51.9 0.858 0.797 0.422 627 86.5 69.7 6.41 16.4 9.13 5.07 1.04 45.8 0.866 0.909 0.372 578 78.4 64.3 6.56 15.1 8.42 4.82 1.06 42.7 0.877 0.969 0.347 554 74.4 61.6 6.64 14.4 8.10 4.69 1.07

    50 0.974 0.815 0.564 314 60.5 48.4 4.62 16.5 10.1 4.79 1.06 40 0.963 1.03 0.450 273 50.9 42.0 4.82 13.7 8.57 4.26 1.08 35 0.980 1.16 0.394 252 46.2 38.8 4.95 12.3 7.95 3.99 1.10 31.8 1.00 1.24 0.358 239 43.1 36.8 5.06 11.4 7.60 3.81 1.11

    50 1.05 0.741 0.610 269 56.1 44.9 4.28 17.4 10.2 5.65 1.09 45 1.04 0.844 0.549 252 51.7 42.0 4.36 15.8 9.35 5.33 1.09 40 1.04 0.952 0.488 234 47.3 39.0 4.46 14.3 8.59 5.00 1.10 35 1.05 1.07 0.426 216 42.8 36.1 4.59 12.7 7.91 4.67 1.11 31 1.08 1.18 0.416 203 39.3 33.8 4.71 11.3 7.44 4.39 1.12

    10.6 0.269 0.284 0.129 55.4 11.6 9.23 4.22 0.382 0.639 0.310 0.351

    41.1 1.09 0.864 0.601 158 38.9 31.5 3.61 15.8 8.71 4.88 1.14 33.6 1.08 1.06 0.490 139 33.4 27.8 3.75 13.2 7.51 4.38 1.16 28.5 1.12 1.21 0.415 127 29.6 25.3 3.89 11.4 6.83 4.02 1.17

    25 0.953 1.03 0.364 110 25.8 22.0 3.87 7.35 5.21 3.00 1.00 22 0.990 1.13 0.468 103 23.6 20.5 3.99 6.50 4.86 2.80 1.00

    8.4 0.284 0.332 0.122 32.0 7.86 6.40 3.61 0.328 0.552 0.270 0.365

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 53

  • CHANNELSMISCELLANEOUS

    Dimensions

    Desig-nation

    AreaA

    Depthd

    Web Flange Distance

    Grip

    Max.Flge.Fas-tener

    Thicknesstw

    tw2

    Widthbf

    Thicknesstf T k

    in.2 in. in. in. in. in. in. in. in. in.MC925.4 7.47 9.00 0.450 716 14 3.500 312 0.550 916 658 1316 916 78MC923.9 7.02 9.00 0.400 38 316 3.450 312 0.550 916 658 1316 916 78

    MC822.8 6.70 8.00 0.427 716 316 3.502 312 0.525 12 558 1316 12 78MC921.4 6.28 8.00 0.375 38 316 3.450 312 0.525 12 558 1316 12 78

    MC820 5.88 8.00 0.400 38 316 3.025 3 0.500 12 534 118 12 78MC918.7 5.50 8.00 0.353 38 316 2.978 3 0.500 12 534 118 12 78

    MC88.5 2.50 8.00 0.179 316 116 1.874 178 0.311 516 612 34 516 58

    MC722.7 6.67 7.00 0.503 12 14 3.603 358 0.500 12 434 118 12 78MC919.1 5.61 7.00 0.352 38 316 3.452 312 0.500 12 434 118 12 78

    MC618 5.29 6.00 0.379 38 316 3.504 312 0.475 12 378 1116 12 78

    MC616.3 4.79 6.00 0.375 38 316 3.000 3 0.475 12 378 1116 12 34MC915.1 4.44 6.00 0.316 516 316 2.941 3 0.475 12 378 1116 12 34

    MC612 3.53 6.00 0.310 516 18 2.497 212 0.375 38 438 1316 38 58

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 54 DIMENSIONS AND PROPERTIES

  • CHANNELSMISCELLANEOUS

    Properties

    Nom-inalWt.perft x

    ____

    ShearCenterLoca-tioneo

    PNALoca-tionxp

    Axis X-X Axis Y-Y

    I Z S r I Z S rlb in. in. in. in.4 in.3 in.3 in. in.4 in.3 in.3 in.

    25.4 0.970 0.986 0.411 88.0 23.2 19.6 3.43 7.65 5.23 3.02 1.01 23.9 0.981 1.04 0.386 85.0 22.2 18.9 3.48 7.22 5.05 2.93 1.01

    22.8 1.01 1.04 0.415 63.8 18.8 16.0 3.09 7.07 4.88 2.84 1.03 21.4 1.02 1.09 0.449 61.6 18.0 15.4 3.13 6.64 4.71 2.74 1.03

    20 0.840 0.843 0.364 54.5 16.2 13.6 3.05 4.47 3.57 2.05 0.87218.7 0.849 0.889 0.341 52.5 15.4 13.1 3.09 4.20 3.44 1.97 0.874

    8.5 0.428 0.542 0.155 23.3 6.91 5.83 3.05 0.628 0.882 0.434 0.501

    22.7 1.04 1.01 0.473 47.5 16.2 13.6 2.67 7.29 4.86 2.85 1.05 19.1 1.08 1.15 0.567 43.2 14.3 12.3 2.77 6.11 4.34 2.57 1.04

    18 1.12 1.17 0.622 29.7 11.5 9.91 2.37 5.93 4.14 2.48 1.06

    16.3 0.927 0.930 0.464 26.0 10.2 8.68 2.33 3.82 3.18 1.84 0.89215.1 0.940 0.982 0.537 25.0 9.69 8.32 2.37 3.51 3.00 1.75 0.889

    12 0.704 0.725 0.292 18.7 7.38 6.24 2.30 1.87 1.79 1.04 0.728

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 55

  • ANGLESEqual legs and unequal legs

    Properties for designing

    Sizeand

    Thickness k

    Weightperft Area

    Axis X-X

    I S r y Z ypin. in. lb in.2 in.4 in.3 in. in. in.3 in.

    L88118 134 56.9 16.7 98.0 17.5 2.42 2.41 31.6 1.05 L881 158 51.0 15.0 89.0 15.8 2.44 2.37 28.5 0.938L88178 112 45.0 13.2 79.6 14.0 2.45 2.33 25.3 0.827L88134 138 38.9 11.4 69.7 12.2 2.47 2.28 22.0 0.715L88158 114 32.7 9.61 59.4 10.3 2.49 2.23 18.6 0.601L881916 1316 29.6 8.68 54.1 9.34 2.50 2.21 16.8 0.543L88112 118 26.4 7.75 48.6 8.36 2.50 2.19 15.1 0.484

    L861 112 44.2 13.0 80.8 15.1 2.49 2.65 27.3 1.50 L88178 138 39.1 11.5 72.3 13.4 2.51 2.61 24.2 1.44 L88134 114 33.8 9.94 63.4 11.7 2.53 2.56 21.1 1.38 L88158 118 28.5 8.36 54.1 9.87 2.54 2.52 17.9 1.31 L881916 1116 25.7 7.56 49.3 8.95 2.55 2.50 16.2 1.28 L88112 1 23.0 6.75 44.3 8.02 2.56 2.47 14.5 1.25 L881716 1516 20.2 5.93 39.2 7.07 2.57 2.45 12.8 1.22

    L841 112 37.4 11.0 69.6 14.1 2.52 3.05 24.3 2.50 L88178 138 33.1 9.73 62.5 12.5 2.53 3.00 21.6 2.44 L88134 114 28.7 8.44 54.9 10.9 2.55 2.95 18.9 2.38 L84158 118 24.2 7.11 46.9 9.21 2.57 2.91 16.0 2.31 L881916 1116 21.9 6.43 42.8 8.35 2.58 2.88 14.5 2.28 L88112 1 19.6 5.75 38.5 7.49 2.59 2.86 13.0 2.25 L841716 1516 17.2 5.06 34.1 6.60 2.60 2.83 11.5 2.22 L7434 114 26.2 7.69 37.8 8.42 2.22 2.51 14.8 1.88 L7458 118 22.1 6.48 32.4 7.14 2.24 2.46 12.6 1.81 L7412 1 17.9 5.25 26.7 5.81 2.25 2.42 10.3 1.75 L74716 1516 15.7 4.62 23.7 5.13 2.26 2.39 9.09 1.72 L7438 78 13.6 3.98 20.6 4.44 2.27 2.37 7.87 1.69

    X X

    Y

    Y Z

    Z

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 56 DIMENSIONS AND PROPERTIES

  • ANGLESEqual legs and unequal legs

    Properties for designing

    Sizeand

    Thickness

    Axis Y-Y Axis Z-Z

    I S r x Z xp r Tanin. in.4 in.3 in. in. in.3 in. in.

    L88118 98.0 17.5 2.42 2.41 31.6 1.05 1.56 1.000L881 89.0 15.8 2.44 2.37 28.5 0.938 1.56 1.000L88178 79.6 14.0 2.45 2.33 25.3 0.827 1.57 1.000L88134 69.7 12.2 2.47 2.28 22.0 0.715 1.58 1.000L88158 59.4 10.3 2.49 2.23 18.6 0.601 1.58 1.000L881916 54.1 9.34 2.50 2.21 16.8 0.543 1.59 1.000L88112 48.6 8.36 2.50 2.19 15.1 0.484 1.59 1.000

    L861 38.8 8.92 1.73 1.65 16.2 0.813 1.28 0.543L88178 34.9 7.94 1.74 1.61 14.4 0.718 1.28 0.547L88134 30.7 6.92 1.76 1.56 12.5 0.621 1.29 0.551L88158 26.3 5.88 1.77 1.52 10.5 0.522 1.29 0.554L881916 24.0 5.34 1.78 1.50 9.52 0.472 1.30 0.556L88112 21.7 4.79 1.79 1.47 8.51 0.422 1.30 0.558L881716 19.3 4.23 1.80 1.45 7.50 0.371 1.31 0.560

    L841 11.6 3.94 1.03 1.05 7.72 0.688 0.846 0.247L84178 10.5 3.51 1.04 0.999 6.77 0.608 0.848 0.253L88134 9.36 3.07 1.05 0.953 5.81 0.527 0.852 0.258L84158 8.10 2.62 1.07 0.905 4.86 0.444 0.857 0.262L881916 7.43 2.38 1.07 0.882 4.38 0.402 0.861 0.265L88112 6.74 2.15 1.08 0.859 3.90 0.359 0.865 0.267L841716 6.02 1.90 1.09 0.835 3.42 0.316 0.869 0.269

    L7434 9.05 3.03 1.09 1.01 5.65 0.549 0.860 0.324L7458 7.84 2.58 1.10 0.963 4.74 0.463 0.865 0.329L7412 6.53 2.12 1.11 0.917 3.83 0.375 0.872 0.335L74716 5.83 1.88 1.12 0.893 3.37 0.330 0.875 0.337L7438 5.10 1.63 1.13 0.870 2.90 0.285 0.880 0.340

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 57

  • ANGLESEqual legs and unequal legs

    Properties for designing

    Sizeand

    Thickness k

    Weightperft Area

    Axis X-X

    I S r y Z ypin. in. lb in.2 in.4 in.3 in. in. in.3 in.

    L661 112 37.4 11.0 35.5 8.57 1.80 1.86 15.5 0.917L66178 138 33.1 9.73 31.9 7.63 1.81 1.82 13.8 0.811L66134 114 28.7 8.44 28.2 6.66 1.83 1.78 12.0 0.703L66158 118 24.2 7.11 24.2 5.66 1.84 1.73 10.2 0.592L661916 1116 21.9 6.43 22.1 5.14 1.85 1.71 9.26 0.536L66112 1 19.6 5.75 19.9 4.61 1.86 1.68 8.31 0.479L661716 1516 17.2 5.06 17.7 4.08 1.87 1.66 7.34 0.422L66138 78 14.9 4.36 15.4 3.53 1.88 1.64 6.35 0.363L661516 1316 12.4 3.65 13.0 2.97 1.89 1.62 5.35 0.304

    L6478 138 27.2 7.98 27.7 7.15 1.86 2.12 12.7 1.44 L6434 114 23.6 6.94 24.5 6.25 1.88 2.08 11.2 1.38 L6458 118 20.0 5.86 21.1 5.31 1.90 2.03 9.51 1.31 L64916 1116 18.1 5.31 19.3 4.83 1.90 2.01 8.66 1.28 L6412 1 16.2 4.75 17.4 4.33 1.91 1.99 7.78 1.25 L64716 1516 14.3 4.18 15.5 3.83 1.92 1.96 6.88 1.22 L6438 78 12.3 3.61 13.5 3.32 1.93 1.94 5.97 1.19 L64516 1316 10.3 3.03 11.4 2.79 1.94 1.92 5.03 1.16

    L631212 1 15.3 4.50 16.6 4.24 1.92 2.08 7.50 1.50 L631238 78 11.7 3.42 12.9 3.24 1.94 2.04 5.76 1.44 L6312516 1316 9.80 2.87 10.9 2.73 1.95 2.01 4.85 1.41

    L5578 138 27.2 7.98 17.8 5.17 1.49 1.57 9.33 0.798L5534 114 23.6 6.94 15.7 4.53 1.51 1.52 8.16 0.694L5558 118 20.0 5.86 13.6 3.86 1.52 1.48 6.95 0.586L5512 1 16.2 4.75 11.3 3.16 1.54 1.43 5.68 0.475L55716 1516 14.3 4.18 10.0 2.79 1.55 1.41 5.03 0.418L5538 78 12.3 3.61 8.74 2.42 1.56 1.39 4.36 0.361L55516 1316 10.3 3.03 7.42 2.04 1.57 1.37 3.68 0.303

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 58 DIMENSIONS AND PROPERTIES

  • ANGLESEqual legs and unequal legs

    Properties for designing

    Sizeand

    Thickness

    Axis Y-Y Axis Z-Z

    I S r x Z xp r Tanin. in.4 in.3 in. in. in.3 in. in.

    L661 35.5 8.57 1.80 1.86 15.5 0.917 1.17 1.000L66178 31.9 7.63 1.81 1.82 13.8 0.811 1.17 1.000L66134 28.2 6.66 1.83 1.78 12.0 0.703 1.17 1.000L66158 24.2 5.66 1.84 1.73 10.2 0.592 1.18 1.000L661916 22.1 5.14 1.85 1.71 9.26 0.536 1.18 1.000L66112 19.9 4.61 1.86 1.68 8.31 0.479 1.18 1.000L661716 17.7 4.08 1.87 1.66 7.34 0.422 1.19 1.000L66138 15.4 3.53 1.88 1.64 6.35 0.363 1.19 1.000L661516 13.0 2.97 1.89 1.62 5.35 0.304 1.20 1.000

    L6478 9.75 3.39 1.11 1.12 6.31 0.665 0.857 0.421L6434 8.68 2.97 1.12 1.08 5.47 0.578 0.860 0.428L6458 7.52 2.54 1.13 1.03 4.62 0.488 0.864 0.435L64916 6.91 2.31 1.14 1.01 4.19 0.442 0.866 0.438L6412 6.27 2.08 1.15 0.987 3.75 0.396 0.870 0.440L64716 5.60 1.85 1.16 0.964 3.30 0.349 0.873 0.443L6438 4.90 1.60 1.17 0.941 2.85 0.301 0.877 0.446L64516 4.18 1.35 1.17 0.918 2.40 0.252 0.882 0.448

    L631212 4.25 1.59 0.972 0.833 2.91 0.375 0.759 0.344L631238 3.34 1.23 0.988 0.787 2.20 0.285 0.767 0.350L6312516 2.85 1.04 0.996 0.763 1.85 0.239 0.772 0.352

    L5578 17.8 5.17 1.49 1.57 9.33 0.798 0.973 1.000L5534 15.7 4.53 1.51 1.52 8.16 0.694 0.975 1.000L5558 13.6 3.86 1.52 1.48 6.95 0.586 0.978 1.000L5512 11.3 3.16 1.54 1.43 5.68 0.475 0.983 1.000L55716 10.0 2.79 1.55 1.41 5.03 0.418 0.986 1.000L5538 8.74 2.42 1.56 1.39 4.36 0.361 0.990 1.000L55516 7.42 2.04 1.57 1.37 3.68 0.303 0.994 1.000

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 59

  • ANGLESEqual legs and unequal legs

    Properties for designing

    Sizeand

    Thickness k

    Weightperft Area

    Axis X-X

    I S r y Z ypin. in. lb in.2 in.4 in.3 in. in. in.3 in.

    L531234 114 19.8 5.81 13.9 4.28 1.55 1.75 7.65 1.13 L531258 118 16.8 4.92 12.0 3.65 1.56 1.70 6.55 1.06 L531212 1 13.6 4.00 9.99 2.99 1.58 1.66 5.38 1.00 L531238 78 10.4 3.05 7.78 2.29 1.60 1.61 4.14 0.938L5312516 1316 8.70 2.56 6.60 1.94 1.61 1.59 3.49 0.906L531214 34 7.00 2.06 5.39 1.57 1.62 1.56 2.83 0.875

    L5312 1 12.8 3.75 9.45 2.91 1.59 1.75 5.16 1.25 L53716 1516 11.3 3.31 8.43 2.58 1.60 1.73 4.57 1.22 L5338 78 9.80 2.86 7.37 2.24 1.61 1.70 3.97 1.19 L53516 1316 8.20 2.40 6.26 1.89 1.61 1.68 3.36 1.16 L5314 34 6.60 1.94 5.11 1.53 1.62 1.66 2.72 1.13

    L4434 118 18.5 5.44 7.67 2.81 1.19 1.27 5.07 0.680L5358 1 15.7 4.61 6.66 2.40 1.20 1.23 4.33 0.576L5312 78 12.8 3.75 5.56 1.97 1.22 1.18 3.56 0.469L53716 1316 11.3 3.31 4.97 1.75 1.23 1.16 3.16 0.414L5338 34 9.80 2.86 4.36 1.52 1.23 1.14 2.74 0.357L53516 1116 8.20 2.40 3.71 1.29 1.24 1.12 2.32 0.300L5314 58 6.60 1.94 3.04 1.05 1.25 1.09 1.88 0.242

    L431212 1516 11.9 3.50 5.32 1.94 1.23 1.25 3.50 0.500L431238 1316 9.10 2.67 4.18 1.49 1.25 1.21 2.71 0.438L4312516 34 7.70 2.25 3.56 1.26 1.26 1.18 2.29 0.406L431214 1116 6.20 1.81 2.91 1.03 1.27 1.16 1.86 0.375

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 60 DIMENSIONS AND PROPERTIES

  • ANGLESEqual legs and unequal legs

    Properties for designing

    Sizeand

    Thickness

    Axis Y-Y Axis Z-Z

    I S r x Z xp r Tanin. in.4 in.3 in. in. in.3 in. in.

    L531234 5.55 2.22 0.977 0.996 4.10 0.581 0.748 0.464L531258 4.83 1.90 0.991 0.951 3.47 0.492 0.751 0.472L531212 4.05 1.56 1.01 0.906 2.83 0.400 0.755 0.479L531238 3.18 1.21 1.02 0.861 2.16 0.305 0.762 0.486L5312516 2.72 1.02 1.03 0.838 1.82 0.256 0.766 0.489L531214 2.23 0.830 1.04 0.814 1.47 0.206 0.770 0.492

    L5312 2.58 1.15 0.829 0.750 2.11 0.375 0.648 0.357L53716 2.32 1.02 0.837 0.727 1.86 0.331 0.651 0.361L5338 2.04 0.888 0.845 0.704 1.60 0.286 0.654 0.364L53516 1.75 0.753 0.853 0.681 1.35 0.240 0.658 0.368L5314 1.44 0.614 0.861 0.657 1.09 0.194 0.663 0.371

    L4434 7.67 2.81 1.19 1.27 5.07 0.680 0.778 1.000L5358 6.66 2.40 1.20 1.23 4.33 0.576 0.779 1.000L5312 5.56 1.97 1.22 1.18 3.56 0.469 0.782 1.000L53716 4.97 1.75 1.23 1.16 3.16 0.414 0.785 1.000L5338 4.36 1.52 1.23 1.14 2.74 0.357 0.788 1.000L53516 3.71 1.29 1.24 1.12 2.32 0.300 0.791 1.000L5314 3.04 1.05 1.25 1.09 1.88 0.242 0.795 1.000

    L431212 3.79 1.52 1.04 1.00 2.73 0.438 0.722 0.750431238 2.95 1.16 1.06 0.955 2.11 0.334 0.727 0.7554312516 2.55 0.994 1.07 0.932 1.78 0.281 0.730 0.757431214 2.09 0.808 1.07 0.909 1.44 0.227 0.734 0.759

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 61

  • ANGLESEqual legs and unequal legs

    Properties for designing

    Sizeand

    Thickness k

    Weightperft Area

    Axis X-X

    I S r y Z ypin. in. lb in. in.2 in.4 in.3 in. in.3 in.

    L4358 1116 13.6 3.98 6.03 2.30 1.23 1.37 4.12 0.813L4312 1516 11.1 3.25 5.05 1.89 1.25 1.33 3.41 0.750L43716 78 9.80 2.87 4.52 1.68 1.25 1.30 3.03 0.719L4338 1316 8.50 2.48 3.96 1.46 1.26 1.28 2.64 0.688L43516 34 7.20 2.09 3.38 1.23 1.27 1.26 2.23 0.656L4314 1116 5.80 1.69 2.77 1.00 1.28 1.24 1.82 0.625

    L31231212 78 11.1 3.25 3.64 1.49 1.06 1.06 2.68 0.464L312312716 1316 9.80 2.87 3.26 1.32 1.07 1.04 2.38 0.410L31231238 34 8.50 2.48 2.87 1.15 1.07 1.01 2.08 0.355L312312516 1116 7.20 2.09 2.45 0.976 1.08 0.990 1.76 0.299L31231214 58 5.80 1.69 2.01 0.794 1.09 0.968 1.43 0.241

    L312312 1516 10.2 3.00 3.45 1.45 1.07 1.13 2.63 0.500L312338 1316 7.90 2.30 2.72 1.13 1.09 1.08 2.04 0.438L3123516 34 6.60 1.93 2.33 0.954 1.10 1.06 1.73 0.406L312314 1116 5.40 1.56 1.91 0.776 1.11 1.04 1.41 0.375

    L31221212 1516 9.40 2.75 3.24 1.41 1.09 1.20 2.53 0.750L31231238 1316 7.20 2.11 2.56 1.09 1.10 1.16 1.97 0.688L31231214 1116 4.90 1.44 1.80 0.755 1.12 1.11 1.36 0.625

    L3312 1316 9.40 2.75 2.22 1.07 0.898 0.932 1.93 0.458L43716 34 8.30 2.43 1.99 0.954 0.905 0.910 1.72 0.406L4338 1116 7.20 2.11 1.76 0.833 0.913 0.888 1.50 0.352L43516 58 6.10 1.78 1.51 0.707 0.922 0.865 1.27 0.296L4314 916 4.90 1.44 1.24 0.577 0.930 0.842 1.04 0.240L43316 12 3.71 1.09 0.962 0.441 0.939 0.820 0.794 0.182

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 62 DIMENSIONS AND PROPERTIES

  • ANGLESEqual legs and unequal legs

    Properties for designing

    Sizeand

    Thickness

    Axis Y-Y Axis Z-Z

    I S r x Z xp r Tanin. in.4 in.3 in. in. in.3 in. in.

    L4358 2.87 1.35 0.849 0.871 2.48 0.498 0.637 0.534L4312 2.42 1.12 0.864 0.827 2.03 0.406 0.639 0.543L43716 2.18 0.992 0.871 0.804 1.79 0.359 0.641 0.547L4338 1.92 0.866 0.879 0.782 1.56 0.311 0.644 0.551L43516 1.65 0.734 0.887 0.759 1.31 0.261 0.647 0.554L4314 1.36 0.599 0.896 0.736 1.06 0.211 0.651 0.558

    L31231212 3.64 1.49 1.06 1.06 2.68 0.464 0.683 1.000L312312716 3.26 1.32 1.07 1.04 2.38 0.410 0.684 1.000L31231238 2.87 1.15 1.07 1.01 2.08 0.355 0.687 1.000L312312516 2.45 0.976 1.08 0.990 1.76 0.299 0.690 1.000L31231214 2.01 0.794 1.09 0.968 1.43 0.241 0.694 1.000

    L312312 2.33 1.10 0.881 0.875 1.98 0.429 0.621 0.714L312338 1.85 0.851 0.897 0.830 1.53 0.328 0.625 0.721L3123516 1.58 0.722 0.905 0.808 1.30 0.276 0.627 0.724L312314 1.30 0.589 0.914 0.785 1.05 0.223 0.631 0.727

    L31221212 1.36 0.760 0.704 0.705 1.40 0.393 0.534 0.486L31231238 1.09 0.592 0.719 0.660 1.07 0.301 0.537 0.496L31231214 0.777 0.412 0.735 0.614 0.735 0.205 0.544 0.506

    L3312 2.22 1.07 0.898 0.932 1.93 0.458 0.584 1.000L33716 1.99 0.954 0.905 0.910 1.72 0.406 0.585 1.000L3338 1.76 0.833 0.913 0.888 1.50 0.352 0.587 1.000L33516 1.51 0.707 0.922 0.865 1.27 0.296 0.589 1.000L3314 1.24 0.577 0.930 0.842 1.04 0.240 0.592 1.000L33316 0.962 0.441 0.939 0.820 0.794 0.182 0.596 1.000

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 63

  • ANGLESEqual legs and unequal legs

    Properties for designing

    Sizeand

    Thickness k

    Weightperft Area

    Axis X-X

    I S r y Z ypin. in. lb in.2 in.4 in.3 in. in. in.3 in.

    L321212 78 8.50 2.50 2.08 1.04 0.913 1.000 1.88 0.500L321238 34 6.60 1.92 1.66 0.810 0.928 0.956 1.47 0.438L3212516 1116 5.60 1.62 1.42 0.688 0.937 0.933 1.25 0.406L321214 58 4.50 1.31 1.17 0.561 0.945 0.911 1.02 0.375L3212316 916 3.39 0.996 0.907 0.430 0.954 0.888 0.781 0.344

    L3212 1316 7.70 2.25 1.92 1.00 0.924 1.08 1.78 0.750L3238 1116 5.90 1.73 1.53 0.781 0.940 1.04 1.40 0.688L32516 58 5.00 1.46 1.32 0.664 0.948 1.02 1.19 0.656L3214 916 4.10 1.19 1.09 0.542 0.957 0.993 0.973 0.625L32316 12 3.07 0.902 0.842 0.415 0.966 0.970 0.746 0.594

    L21221212 1316 7.70 2.25 1.23 0.724 0.739 0.806 1.31 0.450L21221238 1116 5.90 1.73 0.984 0.566 0.753 0.762 1.02 0.347L212212516 58 5.00 1.46 0.849 0.482 0.761 0.740 0.869 0.293L21221214 916 4.10 1.19 0.703 0.394 0.769 0.717 0.711 0.238L212212316 12 3.07 0.902 0.547 0.303 0.778 0.694 0.545 0.180

    L212238 1116 5.30 1.55 0.912 0.547 0.768 0.831 0.986 0.438L2122516 58 4.50 1.31 0.788 0.466 0.776 0.809 0.843 0.406L212214 916 3.62 1.06 0.654 0.381 0.784 0.787 0.691 0.375L2122316 12 2.75 0.809 0.509 0.293 0.793 0.764 0.532 0.344

    L2238 1116 4.70 1.36 0.479 0.351 0.594 0.636 0.633 0.340L22516 58 3.92 1.15 0.416 0.300 0.601 0.614 0.541 0.288L2214 916 3.19 0.938 0.348 0.247 0.609 0.592 0.445 0.234L22316 12 2.44 0.715 0.272 0.190 0.617 0.569 0.343 0.179L2218 716 1.65 0.484 0.190 0.131 0.626 0.546 0.235 0.121

    X X

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    1 - 64 DIMENSIONS AND PROPERTIES

  • ANGLESEqual legs and unequal legs

    Properties for designing

    Sizeand

    Thickness

    Axis Y-Y Axis Z-Z

    I S r x Z xp r Tanin. in.4 in.3 in. in. in.3 in. in.

    L321212 1.30 0.744 0.722 0.750 1.35 0.417 0.520 0.667L321238 1.04 0.581 0.736 0.706 1.05 0.320 0.522 0.676L3212516 0.898 0.494 0.744 0.683 0.889 0.270 0.525 0.680L321214 0.743 0.404 0.753 0.661 0.724 0.219 0.528 0.684L3212316 0.577 0.310 0.761 0.638 0.553 0.166 0.533 0.688

    L3212 0.672 0.474 0.546 0.583 0.891 0.375 0.428 0.414L3238 0.543 0.371 0.559 0.539 0.684 0.289 0.430 0.428L32516 0.470 0.317 0.567 0.516 0.577 0.244 0.432 0.435L3214 0.392 0.260 0.574 0.493 0.468 0.198 0.435 0.440L32316 0.307 0.200 0.583 0.470 0.357 0.150 0.439 0.446

    L21221212 1.23 0.724 0.739 0.806 1.31 0.450 0.487 1.000L21221238 0.984 0.566 0.753 0.762 1.02 0.347 0.487 1.000L212212516 0.849 0.482 0.761 0.740 0.869 0.293 0.489 1.000L21221214 0.703 0.394 0.769 0.717 0.711 0.238 0.491 1.000L212212316 0.547 0.303 0.778 0.694 0.545 0.180 0.495 1.000

    L212238 0.514 0.363 0.577 0.581 0.660 0.309 0.420 0.614L2122516 0.446 0.310 0.584 0.559 0.561 0.262 0.422 0.620L212214 0.372 0.254 0.592 0.537 0.457 0.213 0.424 0.626L2122316 0.291 0.196 0.600 0.514 0.350 0.162 0.427 0.631

    L2238 0.479 0.351 0.594 0.636 0.633 0.340 0.389 1.000L32516 0.416 0.300 0.601 0.614 0.541 0.288 0.390 1.000L3214 0.348 0.247 0.609 0.592 0.445 0.234 0.391 1.000L32316 0.272 0.190 0.617 0.569 0.343 0.179 0.394 1.000L3218 0.190 0.131 0.626 0.546 0.235 0.121 0.398 1.000

    X X

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    AMERICAN INSTITUTE OF STEEL CONSTRUCTION

    STRUCTURAL SHAPES 1 - 65