1-14 r --: I-, d X- f--x T WSHAPES tw~ I-- ljj Web Flange Distance Designation A d Thicness t w Width Thicness two T T b 1 f tf In. 2 " In. In. In. In. In. In. In. In. W36x300 88.3 36.74 36% 0.945 1%6 % 16.655 16% 1.680 P1JI6 31% 2 1 %6 P/2 x280 82.4 36.52 36 1 /2 0.885 % %6 16.595 16% 1.570 1%6 31% 2 11 /16 Ph x260 76.5 36.26 36% 0.840 13 116 7116 16.550 16% 1.440 1 7 116 31% 2%6 Hiz x245 72.1 36.08 36% 0.800 13 116 7116 16.510 16% 1.350 1% 31% 2% FII6 x230 67.6 35.90 35% 0.760 % % 16.470 16% 1.260 1% 31% 2% F/16 W36x210 61.8 36.69 36% 0.830 13 116 7116 12.180 12% 1.360 1% 32% 2%6 1% x194 57.0 36.49 36% 0.765 % % 12.115 12% 1.260 1% 32% 2%6 PlI6 x182 53.6 36.33 36% 0.725 % % 12.075 12% 1.180 PII6 32% 2% PII6 x170 50.0 36.17 36% 0.680 11116 % 12.030 12 1.100 1% 32% 2 1%6 x160 47.0 36.01 36 0.650 % %6 12.000 12 1.020 1 32% 1 15 116 1% x150 44.2 35.85 35% 0.625 % %6 11.975 12 0.940 1%6 32% 1% IlIa x135 39.7 35.55 35% 0.600 % %6 11.950 12 0.790 13 /16 32% Plj16 Pia W 33x241 70.9 34.18 34% 0.830 1%6 7116 15.860 15% 1.400 1% 29% 2%6 PII6 x221 65.0 33.93 33 7 /a 0.775 % % 15.805 15% 1.275 1% 29% 2lj16 PII6 x201 59.1 33.68 33% 0.715 11116 % 15.745 15% 1.150 Pia 29% 1 1 %6 1% W33x152 44.7 33.49 33% 0.635 % %6 11.565 11% 1.055 PII6 29% 1% 1% x141 41.6 33.30 33% 0.605 % %6 11.535 11% 0.960 1%6 29%:. 1% PII6 x130 38.3 33.09 33% 0.580 %6 5116 11.510 11% 0.855 7/a 29%' P1JI6 PII6. x118 34.7 32.86 32 7 /a 0.550 %6 %6 11.480 11% 0.740 % 29% 1%6 PII6 W30x211 62.0 30.94 31 0.775 % % 15.105 15% 1.315 1%6 26% 2% 1% x191 56.1 30.68 30% 0.710 1%6 % 15.040 15 1.185 P/16 26% P%6 1 1 116 x173 50.8 30.44 30lj2 0.655 % %6 14.985 15 1.065 PII6 26% F/a PII6 W30x132 38.9 30.31 30% 0.615 % %6 10.545 10% 1.000 1 26% 1% PII6 x124 36.5 30.17 30% 0.585 %6 %6 10.515 10% 0.930 1%6 26% Plj16 1 x116 34.2 30.01 30 0.565 %6 %6 10.495 10% 0.850 7/a 26% 1% 1 xl08 31.7 29.83 29 7 /a,0.545 %6 %6 10.475 10% 0.760 % 26% 1%6 1 x 99 29.1 29.65 29% 0.520 % % 10.450 10% 0.670 11116 26% FII6 1 r --: j----. W SHAPES d x- I--X T tw~ I-- 1 15 W Nom- Compact Section Tor- Plastic Elastic inal Criteria sional Modulus WI. rt d Axis x-x Axis. conper bf F ' d F III Af stant Zx Z FI. I S r I S r J I-- 2tf t.; lb. KSi Ksi In. In. 4 In. 3 In. In. 4 In. 3 In. In. 4 In. 3 In. 3 300 5.0-38.9 43.7 4.39 1.31 20300 1110 15.2 1300 156 3.83 64.2 1260 241 280 5.3-41.3 38.8 4.37 1.40 18900 1030 15.1 1200 144 3.81 52.6 1170 223 260 5.7-43.2 35.4 4.34 1.52 17300 953 15.0 1090 132 3.78. 41.5 1080 204 245 6.1-45.1 32.5 4.32 1.62 16100 895 15.0 1010 123 3.75 34.6 1010 190 230 6.5-47.2 29.6 4.30 1.73 15000 837 14.9 940 114 3.73 28.6 943 176 210 4.5-44.2 33.8 3.09 2.21 13200 719 14.6 411 67.5 2.58 28.0 833 107 194 4.8-47.7 29.0 3.07 2.39 12100 664 14.6 375 61.9 2.56 22.2 767 97.7 182 5.1-50.1 26.3 3.05 2.55 11300 623 14.5 347 57.6 2.55 18.4 718 90.7 170 5.5-53.2 23.3 3.04 2.73 10500 580 14.5 320 53.2 2.53 15.1 668 83.8 160 5.9-55.4 21.5 3.02 2.94 9750 542 14.4 295 49.1 2.50 12.4 624 77.3 150 6.4-57.4 20.1 2.99 3.18 9040 504 14.3 270 45.1 2.47 10.1 581. 70.9 135 7.6-59.3 18.8 2.93 3.77 7800 439 14.0 225 37.7 2.38 6.99 509 59.7 241 5.7-41.2 38.9 4.17 1.54 14200 829 14.1 932 118 3.63 35.8 939 182 221 6.2-43.8 34.5 4.15 1.68 12800 757 14.1 840 106 3.59 27.5 855 164 201 6.8-47.1 29.8 4.12 1.86 11500 684 14.0 749 95.2 3.56 20.5 772 147 152 5.5 52.7 23.7 2.94 2.74 8160 487 13.5 273 47.2 2.47 12.4 559 73.9 141 6.0-55.0 21.8 2.92 3.01 7450 448 13.4 246 42.7 2.43 9.70 514 66.9 130 6.7-57.1 20.3 2.88 3.36 6710 406 13.2 218 3i9 2.39 7.37 467 59.5 118 7.8-59.7 18.5 2.84 3.87 5900 359 13.0 187 32.6 2.32 5.30 415 51.3 211 5.7-39.9 41.4 3.99 1.56 10300 663 12.9 757 100 3.49 27.9 749 154 191 6.3-43.2 35.4 3.97 1.72 9170 598 12.8 673 89.5 3.46 20.6 673 138 173 7.0-46.5 30.6 3.94 1.91 8200 539 12.7 598 79.8 3.43 15.3 605 123 132 5.3-49.3 27.2 2.68 2.87 5770 380 12.2 196 37.2 2.25 9.72 437 58.4 124 5.7-51.6 24.8 2.66 3.09 5360 355 12.1 181 34.4 2.23 7.99 408 54.0 116 6.2-53.1 23.4 2.64 3.36 4930 329 12.0 164 31.3 2.19 6.43 378 49.2 108 6.9 ' - 54.7 22.0 2.61 3.75 4470 299 11.9 146 27.9 2.15 4.99 346 43.9 99 7.8-57.0 20.3 2.57 4.23 3990 269 11.7 128 24.5 2.10 3.77 312 38.6 1\.0,... I C" f"" ro ",,-..
1-16 1-17 Y f---, ~ d x~ ~x T WSHAPES W SHAPES d x- r----x T t w ->- I-- W I [ t w->- --- f-, I-- W Web Flange Distance Nom- Compact Section Elastic Tor- Plastic inal Criteria sional Modulus Thicness t WI. w Width Thicness rt d Axis X-X Axis V-V con- Designation A d T h h T 1 per bf FI d F III Af stant t Z:r; Z w bf tf Ft. -" 2tf t I S r w I S r J f-- In. 2 In. In. In. In. In. In. In. In. lb. Ksi In. In. 4 In. 3 In. In. 4 In. 3 In. In. 4 In. 3 In. 3 W 27x178 52.3 27.81 27% 0.725 % % 14.085 14% 1.190 1%6 24 F/8 1 1 116 178 5.9-38.4 44.9 3.72 1.66 6990 502 11.6 555 78.8 3.26 19.5 567 122 x161 47.4 27.59 27% 0.660 11/16 % 14.020 14 1.080 Ill16 24 1 1 %6 1 161 6.5-41.8 37.8 3.70 1.82 6280 455 11.5 497 70.9 3.24 14.7 512 109 x146 42.9 27.38 27% 0.605 % %6 13.965 14 0.975 1 24 Illf16 1 146 7.2-45.3 32.2 3.68 2.01 5630 411 11.4 443 63.5 3.21 10.9 461 97.5 W 27x114 33.5 27.29 27% 0.570 %6 %6 10.070 10% 0.930 1%6 24 1% 1% 114 5.4-47.9 28.8 2.58 2.91 4090 299 11.0 159 31.5 2.18 7.33 343 49.3 x102 30.0 27.09 27% 0.515 % % 10.015 10 0.830 1%6 24 1%6 15h 102 6.0-52.6 23.9 2.56 3.26 3620 267 11.0 139 27.8 2.15 5.29 305 43.4 x 94 27.7 26.92 26% 0.490 % % 9.990 10 ;0.745 % 24 1 7 116 15h 94 6.7-54.9 21.9 2.53 3.62 3270 243 10.9 124 24.8 2.12 4.03 278 38.8 x 84 24.8 26.71 26% 0.460 7116 1/4 9.960 10 0.640 % 24 1% 15h 84 7.8-58.1 19.6 2.49 4.19 2850 213 10.7 106 21.2 2.07 2.81 244 33.2 W 24x162 47.7 25.00 25 0.705 11116 % 12.955 13 1.220 Ilf4 21 2 Il116! 162 5.3-35.5 52.5 3.45 1.58 5170 414 10.4 443 68.4 3.05 18.5 468 105. x146 43.0 24.74 24% 0.650 % %6 12.900 12% 1.090 Ill16 21 F/8 1 1 116 146 5.9-38.1 45.6 3.43 1.76 4580 371 10.3 391 60.5 3.01 13.4 418 93.2 x131 38.5 24.48 21N2 0.605 % %6 12.855 12% 0.960 15 /16 21 1% Il/16 li 131 6.7-40.5 40.3 3.40 1.98 4020 329 10.2 340 53_0 2.97 9.50 370 81.5 x117 34.4 24.26 24% 0.550 %6 %6 12.800 12% 0.850 7/8 21 1% 1 117 7.5-44.1 33.9 3.37 2.23 3540 291 10.1 297 46.5 2.94 6.72 327 71.4 xl04 30.6 24.06 24 0.500 % % 12.750 12% 0.750 % 21 1% 1 104 8.5 58.5 48.1 28.5 3.35 2.52 3100 258 10.1 259 40.7 2.91 4.72 289 62.4 W 24x 94 27.7 24.31 24% 0.515. % % 9.065 9% 0.875 7/8 21 1% 1 I 94 5.2-47.2 29.6 2.33 3.06 2700 222 9.87 109 24.0 1.98 5.26 254 37.5 x 84 24.7 24.10 24% 0.470 % % 9.020 9 0.770 % 21 1%6 15hi 84 5.9-51.3 25.1 2.31 3.47 2370 196 9.79 94.4 20.9 1.95 3.70 224 32.6 x 76 22.4 23.92 23% 0.440 7116 lf4 8.990 9 0.680 11116 21 FI16 1%1 76 6.6-54.4 22.3 2.29 3.91 2100 176 9.69 82.5 18.4 1.92 2.68 200 28.6 x 68 20.1 23.73 23% 0.415 %6 % 8.965 9 0.585 '9116 21 1% 15 h 'l 68 7.7-57.2 20.2 2.26 4.52 1830 154 9.55 70.4 15.7 1.87 1.87 177 24.5 W 24x 62 18.2 23.74 23% 0.430 7116 % 7.040 7 0.590 %6 21. 1% 15 /) I 62 6.0-55.2 21.7 1.71 5.72 1550 131 9.23 34.5 9.80 1.38 1.71 153 15.7 x55 16.2 23.57 23% 0.395 % %6 7.005 7 0.505 % 21 1%6 15 /) 55 6.9-59.7 18.5 1.68 6.66 1350 114 9.11 29.1 8.30 1.34 1.18 134 13.3 W 21x147 43.2 22.06 22 0.720 % % 12.510 12% 1.150 1% 18% 1 7 /8 Pill' 147 5.4-30.6-3.34 1.53 3630 329 9.17 376 60.1 2.95 15.4 373 92.6 x132 38.8 21.83 21% 0.650 % %6 12.440 12% 1.035 Ill16 18% Jl%6 1 ' i32 6.0-33.6 58.6 3.31 1.70 3220 295 9.12 333 53.5 2.93 11.3 333 82.3 'x122 35.9 21.68 21% 0.600 % %6 12.390 12% 0.960 1%6 18% 1 11 116 122 6.5-36.1 50.6 3.30 1.82 2960 273 9.09 305 49.2 2.92 8.98 307 75.6 xl11 32.7 21.51 21% 0.550 %6 %6 12.340 12% 0.875 % 18% 1% \5hl III 7.1-39.1 43.2 3.28 1.99 2670 249 9.05 274 44.5 2.90 6.83 279 68.2 xlol 29.8 21.36 21% 0.500 % % 12.290 12lf4 0.800 1%6 18% 1%6 15h: 101 7.7-42.7 36.2 3.27 2.17 2420 227 9.02 248 40.3 2.89 5.21 253 61.7 I W 21x 93 27.3 21.62 21% 0.580 %6 %6 8.420 8% 0.930 1%6 18% Illf16 1 93 4.5-37.3 47.5 2.17 2.76 2070 192 8.70 92.9 22.1 1.84. 6.03 221 34.7 15hl x.83 24.3 21.43 21% 0.515 % lf4 8.355 8% 0.835 1%6 18% 1%6 83 5.0-41.6 38.1 2.15 3.07 1830 171 8.67 81.4 19.5 1.83 4.34 196 30.5 x 73 21.5 21.24 21% 0.455 7116 % 8.295 8% 0.740 % 18% 1% 15l 73 5.6-46.7 30,3 2.13 3.46 1600 151 8.64 70.6 17.0 1.81 3.02 172 26.6 x 68 20.0 21.13 2Il/8 0.430 7116 % 8.270 8% 0.685 11116 18% F/16 7/8 i 68 6.0-49.1 27.4 2.12 3.73 1480 140 8.60 64.7 15.7 1.80 2_45 160 24.4 x 62 18.3 20.99 21 0.400 % %6 8.240 8% 0.615 % 18% 1% 7/8 j 62 6.7-52.5 24.0 2.10 4.14 1330 127 8.54 57.5 13.9 1.77 1.83 144 21.7 W 21x 57 16.7 21.06 21 0.405 % %6 6.555 6 1 1z 0.650 % 18% 1% 7/8 57 5.0-52.0 24.4 1.64 4.94 1170 111 8.36 30.6 9.35 1.35 1.77 129 14.8 1 x 50 14.7 20.83 20% 0.380 % %6 6.530 6% 0.535 %6 18lf4 1%6 % 50 6.1-54.8 22.0 1.60 5.96 984 94.5 8.18 24.9 7.64 1.30 1.14 110 12.2 x44 13.0 20.66 20%.0.350 % %6 6.500 6% 0.450 7116 18% 1%6 7/8.44. 7.2-59.0 19.0 1.57 7.06 843 81.6 8.06 20.7 6.36 1.26 0.77 95.4 10.2 'KSi!\ lui r:-n,.-. II Il.I I"'IC""TI"T'"".,... C"...,...r-...,... ~~_..._.-
1-18 ~tl -r Y - r-, d x- I----X T WSHAPES t w--. I----- ~L;J W SHAPES 1-19 Web Flange Distance Designation A d Thicness t w Width Thicness t w T T bf tf 1 I 2,. n. In_ In. In. In. In. In. In. In. W 18x119 35.1 18.97 19 0.655 % %6 11.265 11% 1.060 1%6 15 1 /2 1% 1%6 x106 31.1 18.73 18% 0.590 %6 %6 11.200 11% 0.940 1%6 15% 1% 1%6 x 97 28.5 18.59 18% 0.535 %6 %6 11.145 11% 0.870 7/ a 15% 1%6 7/ a x 86 25.3 18.39 1~% 0.480 % % 11.090 11% 0.770 % 15% I1!I6 7/ a x 76 22.3 18.21 18% 0.425 %6 % 11.035 11 0.680 ll!i6 15% 1% 1%6 W 18x 71 20.8 18.47 18% 0.495 % % 7.635 7% 0.810 1%6 15% 1% 7/ a x 65 19.1 18.35 18% 0.450 7!I6 % 7.590 7% 0.750 % 15% I1/16 1fa x 60 17.6 18.24 18lf" 0.415 7!I6 % 7.555 7% 0.695 ll!i6 15% 1% 13/ 16 x 55 16.2 18.11 18lfa 0.390 % %6 7.530 7 1 /2 0.630 % 15lf2 1%6 13!I6 X 50 14.7 17.99 18 0.355 % %6 7.495 7lf2 0.570 %6 15% 1% 1%6 W 18x 46 13.5 18.06 18 0.360 % %6 6.060 6 0.605 % 15% 1% 13/ 16 x 40 11.8 17.90 17 7 /a 0.315 %6 %6 6.015 6 0.525 % 15% P!I6 13!I6 x 35 10.3 17.70 17% 0.300 %6 %6 6.000 6 0.425 7/ 16 15% P/a % W 16x100 29.4 16.97 17 0.585 %6 %6 10.425 10% 0.985 1 13% Plf16 1%6 x89 26.2 16.75 16% 0.525 % % 10.365 10% 0:875 1fa 13% 1%6 1fa x77 22.6 16.52 16lf2 0.455 7!I6 % 10.295 10% 0.760 % 13% I1!I6 7/ a x 67 19.7 16.33 16% 0.395 % %6 10.235 10% 0.665 ll!i6 13% 1% 1%6 W 16x 57 16.8 16.43 16% 0.430 7!I6 % 7.120 7% 0.715 ll!i6 13% 1% 1fa x 50 14.7 16.26 16% 0.380 % %6 7.070 7% 0.630 % 13% 1%6 13/ 16 x 45 13.3 16.13 16% 0.345 % %6 7.035 7 0.565 %6 13% 1% 1%6 x 40 11.8 16.01 16 0.305 %6 %6 6.995 7 0.505 % 13% P!I6 13/ 16 x 36 10.6 15.86 15% 0.295 5/ 16 %6 6.985 7 0.430 7/16 13% Fla % W 16x ~1 9.12 15.88 157/ a 0.275 % % 5.525 5% 0.440 7!I6 13% P/a % x 26 7.68 15.69 15% 0.250 % % 5.500 5% 0.345 % 13% P/16 % Nominal Compact Section Criteria WI. per bf F'.:!:... F''' FI. 2tf t w ~-+---l ~ ~ Ksi'ln. 119 5,3-29.0-3.02 1.59 2190 231 106 6.0-31.7-3.00 1.78 1910 204 97 6.4-34.7 54.7 2.99 1.92 1750 188 86 7.2-38.3 45.0 2.97 2.15 1530 166 76 8.1 64.2 42.8 36.0 2.95 2.43 1330 146 71 4.7-37.3 47.4 1.98 2.99 65 5.1-40.8 39.7 1.97 3.22 60 5.4-44.0 34.2 1.96 3.47 55 6.0-46.4 30.6 1.95 3.82 50 6.6-50.7 25.7 1.94 4.21 46 5.0-50.2 26.2 1.54 4.93 40 5.7-56.8 20.5 1.52 5.67 35 7.1-59.0 19.0 1.49 6.94 100 5.3-29.0-2.81 1.65 89 5.9-31.9 64.9 2.79 1.85 77 6.8-36.3 50.1 2.77 lui 67 7.7-41.3 38.6 2.75 2.40 57 5.0-38.2 45.2 1.86 3.23 50 5_6-42.8 36.1 1.84 3.65 45 6.2-46.8 30.2 1.83 4.06 40 6_9-52.5 24.0 1.82 4.53 36 8.1 64.0 53.8 22.9 1.79 5.28 Tor- Plastic Elastic M d I f-------r---------i sional J--:.:;.;0'Tu:;.:u:.:..s--l d Axis X-X Axis V-V con Af 1---,----'-.--+---...----,,.--1 stant IS r IS r J In. 4 In. 3 In. In. 4 In. 3 In. In. 4 7.90 253 7.84 220 7.82 201 7.77 175 7.73 152 1170 127 7.50 60.3 1070 117 7.49 54.8 984 108 7.47' 50.1 890 98.3 7.41 44.9 800 88.9 7.38 40.1 712 78.8 7.25 22.5 612 68.4 7.21 19.1 510 57.6 7.04 15.3 1490 175 1300 155 1110 134 954 117 7.10 186 7.05 163 7.00 138 6.96 119 758 92.2 6.72 43.1 659 81.0 6.68 37.2 586 72.7 6.65 32.8 518 64.7 6.63 28.9 448 56.5 6.51 24.5 44.9 39.4 36.1 31.6 27.6 15.8 14.4 13.3 11.9 10.7 2.69 10.6 261 2.66 7.48 230 2.65 5.86 211 2.63 4.10 186 2.61 2.83 163 1.70 1.69 1.69 1.67 1.65 7.43 1.29 6.35 1.27 5.12 1.22 35.7 31.4 26.9 23.2 2.51 2.49 2.47 2.46 12.1 1.60 10.5 1.59 9.34 1.57 8.25 1.57 7.00 1.52 3.48 145 2.73 133 2.17 123 1.66 112 1.24 101 7.73 198 5.45 175 3.57 150 2.39 130 69.1 60.5 55.3 48.4 42.2 24.7 22.5 20.6 18.5 16.6 1.22. 90.7 11.7 0.81 78.4 9.95 0.51 66.5 8.06 54.9 48.1 41.1 35.5 2.22 105 18.9 1.52 92.0 16.3 1.11, 82.3 14.5 0.79 72.9 12.7 0.54 64.0 10.8 31 6.3-57.7 19.8 1.39 6.53 375 47.2 6.41 12.4 4.49 1.17 0.46 54.0 7.03 26 8.0-62.8 16.8 1.36 8.27 301 38.4 6.26 9.59 3.49 1.12 0.26 44.2 5.48 A,..." I "'T'",...,... C",...,... :.
1-20.... f-+-, [d x- f-----x T WSHAPES t w -- I-<- L:J Web Flange Distance Designation A d Thicness t w Width Thicness T 1 t w T b f tf In. 2 In. In. In. In. In. In. In. In. W 14x730 215.0 22.42 22% 3.070 3!j16 1%6 17.890 17 7 /8 4.910 4 15 /16 I1V4 5%6 2%6 x665 196.0 21.64 21% 2.830 2 1 %6 Flr6 17.650 17% 4.520 4 1 / 2 11% 5%6 2!j16 x605 178.0 20.92 20% 2.595 1-2% 1%6 17.415 17% 4.160 4%6 11% 4 13 /16 x550 162.0 20.24 20% 2.380 2% P/16 17.200 17% 3.820 3 13 /16 11% 4% 1 1 %6 P3/ 16 x500 147.0 19.60 19% 2.190 2 3 /16 1% 17.010 17 3.500 3!j2 11% 4%6 1% x455 134.0 19.02 19 2.015 2 1 16.835 16% 3.210 3%6 I1V4 3% 1% I 1 W 14x426 125.0 18.67 18% 1.875 1% 15/ 16 16.695 16% 3.035 3 1 /16 11% 3 11 /16 1%6 x398 117.0 18.29 18!j4 1.770 1% % 16.590 16% 2.845 2 7 /8 IP/4 3!j2 Piz x370 109.0 17.92 17% 1.655 1% 13/ 16 16.475 16% 2.660 2 11 /16 11% 3%6 F/16 x342 101.0 17.54 17% 1.540 1%6 13/ 16 16.360 16% 2.470 2 1 /2 11% 3% 1% x311 91.4 17.12 17% 1.410 1%6 % 16.230 16!j4 2.260 2 1 /4 IP/4 2 15 /16 1%6 x283 83.3 16.74 16% 1.290 1%6 11/16 16.110 16% 2.070 2 1 /16 11% 2% P/4 x257 75.6 16.38 16% 1.175 P/16 % 15.995 16 1.890 1% 11% 2%6 P/16 x233 68.5 16.04 16 1.070 1%6 9/ 16 15.890 15% 1.720 1% 11% 2% P/16 x211 62.0 15.72 15% 0.980 1 % 15.800 15% 1.560 1%6 11% "2% 1% x193 56.8 15.48 15% 0.890 7/ 8 7/16 15.710 15% 1.440 l 1 1r6 11% 2% 1!j16 x176 51.8 15.22 15% 0.830 131r6 71r6 15.650 15% 1.310 1%6 11% 2 1%6 x159 46.7 14.98 15 0.745 % % 15.565 15% 1.190 1%6 11% F/ 8 1 x145 42.7 14.78 14% 0.680 111r6 % 15.500 15% 1.090 1%6 11% 1% 1 r... r---, W SHAPES d x- f--x T t w... I----- LJ Plastic Nom- Compact Section Elastic Tor inal Criteria sional Modulus WI. rt d conper bf F' d F II' Af Axis X-X Axis V V stant Zx Z FI. - I S r I S r J 2tf t w I--- ~ Lb. Ksi Ksi In. In. 4 In. 3 In. In. 4 In. 3 In. In.4 In. i In. 3 730 1.8-7.3-4.99 0.25 14300 1280 8.17 4720 527 4.69 1450 1660 816 665 2.0-7.6-4.92 0.27 12400 1150 7.98 4170 472 4.62 1120 1480 730 605 2.1-8.1-4.85 0.29 10800 1040 7.80 3680 423 4.55 870 1320 652 550 2.3-8.5-4.79 0.31 9430 931 7.63 3250 378 4.49 670 1180 583 500 2.4-8.9-4.73 0.33 8210 838 7.48 2880 339 4.43 514 1050 522 455 2.6-9.4-4.68 0.35 7190 756 7.33 2560 304 4.38 395 936 468 426 2.8-10.0-4.64 0.37 6600 707 7.26 2360 283 4.34 331 869 434 398 2.9-10.3-4.61 0.39 6000 656 7.16 2170 262 4.31 273 801 402 370 3.1-10.8-4.57 0.41 5440 607 7.07 1990 241 4.27 222 736 370 342 3.3 - lui - 4.54 0.43 4900 559 6.98 1810 221 4.24 178 672 338 311 3.6-12.1-4.50 0.47 4330 506 6.88 1610 199 4.20 136 603 304 283 3.9-13.0-4.46 0.50 3840 459 6.79 1440 179 4.17 104 542 274 257 4.2-13.9-4.43 0.54 3400 415 6.11 1290 161 4.13 79.1 487 246 233 4.6-15.0-4.40 0.59 3010 375 6.63 1150 145 4.10 59.5 436 221 211 5.1-16:0-4.37 0.64 2660 338 6.55 1030 130 4.07 44.6 390 198 193 5.5-17.4-4.35 0.68 2400 310 6.50 931 119-4.05 34.8 355 180 176 6.0-18.3-4.32 0.74 2140 281 6.43 838 107 4.02 26.5 320 163 159 6.5-20.1-4.30 0.81 1900 254 6.38 748 96.2 4.00 19.8 287 146 145 7.1-21.7-4.28 0.88 1710 232 6.33 677 87.3 3.98 15.2 260 133 1-21 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
1-22 _ I-<-, [d Xc-- -x T WSHAPES. t..- ~ L:J Web Flange Distance Designation A d Thicness t w Width Thicness T 1 t w T bf tf In. 2 In. In. In. In. In. In. In. In. W 14x132 38.8 14.66 14% 0.645 % %6 14.725 14%. L030 1 11% 1 11 /16 x120 35.3 14.48 14% 0.59Q %6 %6 14.670 14% 0.940 1%6 11% 1% 1%6 xl09 32.0 14.32 14% 0.525 % % 14.605 14% 0.860 7/8 11% 1%6 7/8 X 99 29.1 14.16 14% 0.485 % % 14.565 14% 0.780 % 11% Fh6 7/8 X 90 26.5 14.02 14 0.440 7h6 % 14.520 14% 0.710 11h6 11% 1% 7/8 W 14x 82 24.1 14.31 14% 0.510 % % 10.130 10% 0.855 % 11 1% 1 x 74 21.8 14.17 14% 0.450 7h6 % 10.070 10% 0.785 1%6 11 1%6 1%6 x 68 20.0 14.04 14 0.415 7h6 % 10.035 10 0.720 % 11 JI/2 1%6 x 61 17.9 13.89 13% 0.375 % %6. 9.995 10 0.645 % 11 F/16 1%6 W 14x 53 15.6 13.92 13% 0.370 % %6 8.060 8 0.660 11h6 11 1 7 h6 1%6 x 48 14.1 13.79 13% 0.340 %6 %6 8.030 8 0.595 % 11 1% % x 43 12:6 13.66 13% 0.305 %6 %6 7.995 8 0.530 % 11 1%6 7/8 W 14x 38 11.2 14.10 14% 0.310 %6 %6 6.770 6% 0.515 % 12 1!j16 % x 34 10.0 13.98 14 0.285 5/ 16 %6 6.745 6% 0.455 7/ 16 12 1 % x 30 8.85 13'.84 13 7 /8 0.270 % 1/8 6.730 6% 0.385 % 12 1%6 5(8 W 14x 26 7.69 13.91 13% 0.255 % % 5.025 5 0.420 %6 12 1%6 %6 x 22 6.49 13.74 13% 0.230 % lfs 5.000 5 0.335 %6 12 % %6 15 /16 L _ I-<-, t..~ f--- W SHAPES d x- i--x T L~J Compact Section Tor- PlastiC Nom Elastic Modulus inal Criteria sional WI. d Axis X X Axis V-V conrr stant Zx Z per bf F ' d F'll Af -' I S r I S r J Ft. 2tf t '-., I--- ~ w IfI. In. 4. In. 3 In. In. 4 In. 3 In. In.4 In. 3 In. 3 Lb. Ksi Ksi 132 7.1-22.7-4.05 0.97 1530 209 6.28 548 74.5 3.76 12.3 234 113 120 7.8 ---- 24.5-4.04 1.05 1380 190 6.24 495 67.5 3.74 9.37 212 102 109 8.5 58.6 27.3-4.02 1.14 1240 173 6.22 447 61.2 3.73 7.12 192 92.7 99 9.3 48.5 29.2-4.00 1.25 1110 157 6.17 402 55.2 3.71 5.37 173 83.6 90 10.2 40.4 31.9-3.99 1.36 999 143' 6.14 362 49.9 3.70 4.06 157 75.6 82 5.9-28.1 ---- 2.74 1.65 882 123 6.05 148 29.3 2.48 5.08 139 44.8 74 6.4-31.5-2.72 1.79 796 112 6.04 134 26.6 2.48 3.88 126 40.6 68 7.0 ---- 33.8 57.7 2.71 1.94 723 103 6.01 121 24.2 2.46 3.02 115 36.9 61 7.7-37.0 48.1 2.70 2.15 640 92.2 5.98 107 21.5 2.45 2.20 102 32.8 53 6.1 37.6 46.7 2.15 2.62 541 77.8 5.89 57.7 14:3 1.92 1.94 87.1 22.0-48 6.7-40.6 40.2 2.13 2.89 485 70.3 5.85 51.4 12.8 1.91 1.46 78.4 19.6 43 7.5-44.8 32.9 2.12 3.22 428 62.7 5.82 45.2 11.3 1.89 1.05 69.6 17.3 38 6.6-45.5 31.9 1.77 4.04 385 54.6 5.87 26.7 7.88 1.55 0.80 61.5 12.1 34 7.4-49.1 27.4 1.76 4.56 340 48.6 5.83 23.3 6.91 1.53 0.57 54.6 10.6 30 8.7 55.3 51.3 25.1 1.74 5.34 291 42.0 5.73 19.6 5.82 1.49 0.38 47.3. 8.99 26 6.0-54.5 22.2 1.28 6.59 245 35.3 5.65 8.91 3.54 1.08 0.36 40.2 5.54 22 7.5-59.7 18.5 1.25 8.20 199 29.0 5.54 7.00 2.80 1.04 0.21 33.2 4.39 1 23
1-24 r ~tf Y -+ /-<-, d X- I---X T WSHAPES t w - I-<- llj Web Flange Distance Designation A d Thicness t w Width Thicness T 1 t w T b.f tf In. 2 In. In. In. In. In. In. In. In. W12x336 98.8 16.82 16 7 /8 1.775 1% 7/8 13.385 13% 2.955 2 1 %6 9!j2 3 11 A6 1% x3d5 89.6 16.32 16% 1.625 1% 1%6 13.235 13 1 /4 2.705 2 11 A6 9% 3 7 A6 F/16 x279 81.9 15.85 15 7 /8 1.530 1% % 13.140 13% 2.470 2!j2 9% 3%6 P/8 x252 74.1 15.41 15% 1.395 1% 11A6 13.005 13 2.250 2% 9!j2 2 15 A6 1%6 x230 67.7 15.05 15 1.285 1%6 11/16 12.895 12 7 /8 2.070 2!j16 9!j2 2% 1% x210 61.8 14.71 14% 1.180 PA6 % 12.790 12% 1.900 F/8 9% 2% 1% x190 55.8 14.38 14% 1.060 1 1 A6 9/ 16 12.670 12% 1.735 1% 9% 2 7 /16 PA6 X170 50.0 14.03 14 0.960 1%6!j2 12.570 12% 1.560 1%6 9!j2 2% 1'/8 x152 44.7 13.71 13% 0.870 1fa %6 12.480 12% 1.400 1% 9!j2 2% 1'A6 x136 39.9 13.41 13% 0.790 1%6 7/16 12.400 12% 1.250 1% 9% 1 15 /16 1 x120 35.3 13.12 13% 0.710 11/16 %- 12.320 12% 1.105 1% 9% 1'%6 1 x106 31.2 12.89 12 7 /8 0.610 % %6 12.220 12!j4 0.990 1 9% 1 11 A6 1%6 X 96 28.2 12.71 12% 0.550 %6 %6 12.160 12% 0.900 7/8 9% 1% 7/8 x 87 25.6 12.53 12!j2 0.515 % Vi. 12.125 12% 0.810 13/ 16 9% 1'/2 1fa X 79 23.2 12.38 12% 0.470!j2 % 12.080 12% 0.735 % 9!j2 1 7 A6 7/a x72 21.1 12.25 12!j4 0.430 %6!j4 12.040 12 0.670 11/16 9% 1% 7/8 x 65 19.1 12.12 12% 0.390 % 3/16 12.000 12 0.605 % 9% 1%6 13A6 W 12x 58 17.0 12.19 12% 0.360 % %6 10.010 10 0.640 % 9 1 /2 1% 13A6 x 53 15.6 12.06 12 0.345 % 3/16 9.995 10 0.575 %6 9% 1% 13/ 16 W 12x 50 14.7 12.19 12!j4 0.370 % %6 8.080 8% 0.640 % 9!j2 1% 13/16 x 45 13.2 12.06 12 0.335 %6 3/16 8.045 8 0.575 %6 9% 1% 13/ 16 x 40 11.8 11.94 12 0.295 %6 3/16 8.005 8 0.515 % 9% 1% % w12x 35 10.3 12.50 12!j2 0.300 %6 %6 6.560 6% 0.520 % 10% 1 %6 x 30 8.79 12.34 12% 0.260 % % 6.520 6% 0.440 7/16 10% 1%6 % x 26 7.65 12.22 12% 0.230 % % 6.490 6% 0.380 % 10!j2 7/8 % W12x 22 6.48 12.31 12 1 /4 0.260 % % 4.030 4 0.425 %6 10% 7/8!j2 x 19 5.57 12.16 12% 0.235 %!j8 4.005 4 0.350 % 10% 13A6 % x 16 4.71 11.99 12 0.220 % % 3".990 4 0.265!j4 10% % % x 14 4.16 11.91 11 7 /8 0.200 %6 % 3.970 4 0.225 % 10!j2 11/16!j2 -+./-<-, l~ W SHAPES d x- I---X T t",- I-<l1J Nom- Compact Section Tor- Plastic Elastic Modulus inal Criteria sional WI. d Axis X-X Axis - conrt per stant bf F' d Z% Z _0 F '" Af FI. I S r I S r J 2tf t w In. 4 In. 3 In. In. 4 In. 3 In. lb. Ksi Ksi In. In. 4 In. 3 In. 3 ~ ~ 336 2.3-9.5 - HI 0.43 4060 483 6.41 1190 177 3.47 243 603 274 305 2.4-10.0-3.67; 0.46 3550 435 6.29 1050 159 3.42 185 537 244 279 2.7-10.4-3.64 i 0.49 3110 393 6.16 937 143 3.38 143 481 220 252 2.9-11.0-3.59 0.53 2720 353 6.06 828 127 3.34 108 428 196 230 3.1-11.7-3.56 0.56 2420 321 5.97 742 115 3.31 83.8 386 177 210 3.4-12.5-3.53 0.61 2140 292 5.89 664 104 3.28 64.7 348 159 190 3.7-13.6-3.50 0.65 1890 263 5:82 589 93.0 3.25 48.8 311 143 170 4.0-14.6-3.47 0.72 1650 235 5.74 517 82.3 3.22 35.6 275 126 152 4.5-15.8-3.44 0.79 1430 209 5.66 454 72.8 3.19 25:8 243 111 136 5.0-17.0-3.41 0.87 1240 186 5.58 398 64.2 3.16 18.5 214 98.0 120 5.6-18.5-3.38 0.96 1070 163 5.51 345 56_0 3.13 12.9 186 85.4 106 6.2-21.1-3.36 1.07 933 145 5.47 301 49.3 3.11 9.13 164 75.1 96 6.8-23.1-3.34 1.16 833 131 5.44 270 44.4 3.09 6.86 147 67.5 87 7.5-24.3-3.32 1.28 740 118 5.38 241 39.7 3.07 5.10 132 60.4 79 8.2 62.6 26.3-3.31 1.39 662 107 5.34 216 35.8 3.05 3.84 119 54.3 72 9.0 52.3 28.5-3.29 1.52 597 97.4 5.31 195 32.4 3.04 2.93 108 49.2 65 9.9 43.0 31.1-3.28 1.67 533 87.9 5.28 174 29.1 3.02 2.18 96.8 44.1 58 7.8-33.9 57.6 2.72 1.90 475 78.0 5028 107 21.4 2.51 2.10 86.4 32.5 53 8.7 55.9 35.0 54.1 2.71 2.10 425 70.6 5.23 95.8 19.2 2.48 1.58 77.9 2\1.1 50 6.3-32.9 60.9 2.17 2.36 394 64.7 5.18 56.3 13.9 1.96 1.78 72.4 21.4 45 7.0-36.0 51.0 2.15 2.61 350 58.1 5.15 50.0 12.4 1.94 1.31 64.7 19.0 40 7.8-40.5 40.3 2.14 2.90 310 51.9 5.13 44.1 11.0 1.93 0.95 57.5 16.8 35 6.3-41.7 38.0 1.74 3.66 285 45.6 5.25 24.5 7.47 1.54 0.74 51.2 11.5 30 7.4-47.5 29.3 1.73 4.30 238 38.6 5.21 20.3 6.24 1.52 0.46 43.1 9.56 26 8.5 57.9 53.1 23.4 1.72 4.95 204 33.4 5.17 17.3 5.34 1.51 0.30 37.2 8.17 22 4.7-47.3 29.5 1.02 7.19 156 25.4 4.91 4.66 2.31 0.847 0.29 29.3 3.66 19 5.7-51.7 24.7 1.00 8.67 130 21.3 4.82 3.76 1.88 0.822 0.18 24.7 2.98 16 7.5-54.5 22.2 0.96 11.3 103 17.1 4.67 2.82 1.41 0.773 0.10 20.1 2.26 14 8.8 54.359.6 18.6 0,95 13.3 88.6 14.9 4.62 2.36 1.19 0.753 0.07 17.4 1.90 1-25
1 27 1 26[ -+- r--, d x- I--X T WSHAPES t,:.-->- I-- LJ Web Flange Distance Designation A d Thicness t w Width Thicness T t w T 1 bf tf In. 2 In. In. In. In. In. In. In. In. W lox112 32.9 11.36 11% 0.755 % % 10.415 10% 1.250 1% 7% 1% 1%6 x100 29.4 11.10 11% 0.680 ll!i6 % 10.340 10% 1.120 1%. 7% 1% 7/8 x 88 25.9 10.84 10 7 /8 0.605 % 5/16 10.265 10% 0.990 1 7% 1% 13!I6 x77 22.6 10.pO 10% 0.530 % % 10.190 10% 0.870 % 7% 1% 1%6 x 68 20.0 10.40 10% 0.470 % % 10.130 10% 0.770 % 7% 1% % x 60 17.6 10.22 10% 0.420 7/16 % 10.080 10% 0.680 ll!i6 7% 1%6 % x 54 15.8 10.09 10% 0.370 % %6 10.030 10 0.615 % 7% 1% ll!i6 x 49 14.4 9.98 10 0.340 %6 %6 10.000 10 0.560 %6 7% P!I6 ll!i6 W lox 45 13.3 10.10 10% 0.350 % 3/16 8.020 8 0.620 % 7% 1% 11/16 x 39 11.5 9.92 9 7 /8 0.315 %6 %6 7.985 8 0.530 1J2 7% 1% 11/16 x 33 9.71 9.73 9% 0.290 5/16 3/16 7.960 8 0.435 7/16 7% 11J16 ll!i6 W lox 30 8.84 10.47 10% 0.300 5/16 3/16 5.810 5% 0.510 % 8% 15 /16 1J2 x 26 7.61 10.33 10% 0.260 % % 5.770 5% 0.440 7!I6 8% 7/8 % x 22 6.49 10.17 10% 0.240 % % 5.750 5% 0.360 % 8% % % W lox 19 5.62 10.24 10% 0.250 % % 4.020 4 0.395 % 8% 13 /16 % x17 4.99 10.11 10% 0.240 % % 4.010 4 0.330 5/16 8% % % x 15 4.41 9.99 10 0.230 % % 4.000 4 0.270 % 8% 11/16 7/16 x 12 3.54 9.87 9 7 /8 0.190 3!I6 % 3.960 4 0.210 %6 8% % 7/16 [ ~ r-, W SHAPES d x- f--x T. t,,-->- I-- Lj Nom- Compact Section Elastic Tor- Plastic inal Criteria sional Modulus Wt. rt d Axis X-X Axis V V con per bf F' d Fill stant Z:r; Z Af -' Ft. I S r I S r J 2tf t I--- - w Lb. Ksi Ksi In. In. 4 In. 3 In. 1Jr. 4 In. 3 In. In. 4 In. 3 In. 3 112 4.2-15.0-2.88 0.87 716 126 4.66 236 45.3 2.68 15.1 147 69.2 100 4.6-16.3-2.85 0.96 623 112 4.60 207 40.0 2.65 10.9 130 61.0 88 5.2-17.9-2.83 1.07 534 98.5 4.54 179 34.8 2.63 7.53 113 53.1 77 5.9-20.0-2.80 1.20 455 85.9 4.49 154 30.1 2.60 5.11 97.6 45.9 68 6.6-22.1-2.79 1.33 394 75.7 4.44 134 26.4 2.59 3.56 85.3 40.1 60 7.4-24.3-2.77 1.49 341 66.7 4.39 116 23.0 2.57 2.48 74.6 35.0 54 8.2 63.5 27.3-2.75 1.64 303 60.0 4.37 103 20.6 2.56 1.82 66.6 31.3 49 8.9 53.0 29.4-2.74 1.78 272 54.6 4.35 93.4 18.7 2.54 1.39 60.4 28.3 45 6.5-28.9-2.18 2.03 248 49.1 4.32 53.4 13.3 2.01 1.51 54.9 20.3 39 7.5-31.5-2.16 2.34 209 42.1 4.27 45.0 11.3 1.98 0.98 46.8 17.2 33 9.1 50.5 33.6 58.7 2.14 2.81 170 35.0 4.19 36.6 9.20 1.94 0.58 38.8 14.0 30 5.7-34.9 54.2 1.55 3.53 170 32.4 4.38 16.7 5.75 1.37 0.62 36.6 8.84 26 6.6-39.7 41.8 1.54 4.07 144 27.9 4.35 14.1 4.89 1.36 0.40 31.3 7.50 22 8.0-42.4 36.8 1.51 4.91 118 23.2 4.27 11.4 3.97 1.33 0.24 26.0 6.10 19 5.1-41.0 39.4 1.03 6.45 96.3-18.8 4.14 4.29 2.14 0.874 0.23 21.6 3.35 17 6.1-42.1 37.2 1.01 7.64 81.9 16.2 4.05 3.56 1.78 0.844 0.16 18.7 2.80 15 7.4-43.4 35.0 0.99 9.25 68.9 13.8 3.95 2.89 1.45 0.810 0.10 16.0 2.30 12 9.4 47.5 51.9 24.5 0.96 11.9 53.8 10.9 3.90 2.18 1.10 0.785 0.06 12.6 1.74 AMERICAN INSTITUTE OF STEEL CONSTRUCTION
1 28 r... I--, d x- I--X T WSHAPES t w->- ->- l-j Web Flange Distance Designation A d Thicness t w Width Thicness T t 1 w T bf tf In;2 In. In. In. In. In. In. In. In. W8x67 19.7 9.00 9 0.570 9/ 16 %6 8.280 8% 0.935 15/ 16 6%' FI16 11116 x58 17.1 8.75 8% 0.510 % % 8.220 8lf4 0.810 13 116 6% 1%6 11116 ~ x48 14.1 8.50 8% 0.400 % %6 8.110 8% 0.685 11116 6% 13116 % x40 11.7 8.25 8% 0.360 % %6 8.070 8% 0.560 %6 6% Ilf16 % x35 10.3 8.12 8% 0.310 5/16 %6 8.020 8 0.495 112 6% 1 %6 x31 9.13 8.00 8 0.285 %6 %6 7.995 8 0.435 7116 6% 15 116 %6 W8x28 8.25 8.06 8 0.285 5/16 3/16 6.535 6% 0.465 7116 6% 15/ 16 9/ 16 x24 7.08 7.93 7 7 /8 0.245 lf4 % 6.495 6% 0.400 % 6% 7/8 %6 W8x21 6.16 8.28 8% 0.250 % % 5.270 5% 0.400 % 6% 13/ 16 % x18 5.26 8.14 8% 0.230 % % 5.250 5lf4 0.330 5/16 6% % 7116 W8x15 4.44 lui 8% 0.245 % % 4.015 4 0.315 %/,,- 6% % % x13 3.84 7.99 8 0.230 % % 4.000.x 4 0.255 % 6% 11116 7116 xl0 2.96 7.89 7 7 /8 0.170 3/16 % 3.940 4 0.205 3/16 6% % 7/ 16 ~-- W6x25 7.34 6.38 6% 0.320 5/16 %6 6.080 6% 0.455 7/ 16 4% 13/ 16 7/ 16 x20 5.87 6.20 6% 0.260 % % 6.020 6 0.365 % 4% % 7116 x15 4.43 5.99 6 0.230 % % 5.990 6 0.260 % 4% % % W6x16 4.74 6.28 6% 0.260 lf4 % 4.030 : 4 0.405 % 4% % 7116 x12 3.55 6.03 6 0.230 % % 4.000 'I 4 0.280 lf4 4% % % x 9 2.68 5.90 5% 0.170 %6 % 3.940.'" 4 0.215 %6 4% %6 % W 5x19 5.54 5.15 5% 0.270 % % 5.030 5 0.430 7116 3lf2 1%6 7/ 16 x16 4.68 5.01 5 0.240 % % 5.000 5 0.360 % 3% % 7116 W4x13 3.83 4.16 4% 0.280 % % 4.060 4 0.345 % 2% 11116 7116 r... r--, W SHAPES d x- I--X T t,,->- I--- L:J Nom- Compact Section Elastic Tor Plastic inai Criteria sional Modulus WI. rt ~ Axis X X Axis. con per bf F I d F III At stant Zz Z FI. I S I S 2tf t,;; r r J f--- Lb. Ksi In. In. 4 In. 3 In. In. 4 In. 3 In. In. 4 In. 3 In. 3 "Ksi 67 4.4-15.8-2.28 1.16 272 60.4 3.72 88.6 21.4 2.12 5.06 70.2 32.7 58 : 5.1-17.2-2.26 1.31 228 52.0 3.65 75.1 18.3 2.10 3.34 59.8 27.9 48 ; 5.9-21.3-2.23 1.53 184 43.3 3.61 60.9 15.0 2.08 1.96 49.0 22.9 40 7 2-22.9-2.21 1.83 146 35.5 3.53 49.1 12.2 2.04 1.12 39.8 18.5 1 35 8.1. 64.4 26.2-2.20 2.05 127 31.2 3.51 42.6 10.6 2.03 0.77 34.7 16.1 31 i 9.2 50.0 28.1-2.18 2.30 110 27.5 3.41 37.1 9.27 2.02 0.54 30.4 14.1 I 28! 7.0-28.3-1.77 2.65 98.0 24.3 3.45 21.7 6.63 1.62 0.54 27.2 10.1 24 8.1 64.1 32.4 63.0 1.76 3.05 82.8 20.9 3.42 18.3 5.63 1.61 0.35 23.2 8.57 21 6.6-33.1 60.2 1.41 3.93 75.3 18.2 3.49 9.77 3.71 1.26 0.28 20.4 5.69 18 8.0-35.4 52.7 1.39 4.70 61.9 15.2 3.43 7.97 3.04 1.23 0.17 17.0 4.66 15 6.4-33.1 60.3 1.03 6.41 48.0 11.8 3.29 3.41 1.70 0.876 0.14 13.6 2.67 13 7.8-34.7 54.7 1.01 7.83 39.6 9.91 3.21 2.73 1.37 0.843 0.09 11.4 2.15 10 9.6 45.8 46.4 30.7 0.99 9.77 30.8 7.81 3.22 2.09 1.06 0.841 0.04 8.87 1.66 25 6.7-19.9-1.66 2.31 53.4 16.7 2.70 17.1 5.61 1.52 0.46 18.9 8.56 20 8.2 62.1 23.8-1.64 2.82 41.4 13.4 2.66 13.3 4.41 1.50 0.24 14.9 6.72 15 11.5 31.8 26.0-1.61 3.85 29.1 9.72 2.56 9.32 3.11 1.46 0.10 10.8 4.75 16 5.0-24.2-1.08 3.85 32.1 10.2 2.60 4.43 2.20 0.966 0.22 11.7 3.39 12 7.1-26.2-1.05 5.38 22.1 1.31 2.49 2.99 1.50 0.918 0.09 8.30 2.32 9 9.2 50.3 34.7 54.8 1.03 6.96 16.4 5.56 2.47 2.19 1.11 0.905 0.04 6.23 1.72 19 5.8-19.1-1.38 2.38 26.2 10.2 2.17 9.13 3.63 1.28 0.31 11.6 5.53 16 6.9-20.9-1.37 2.78 21.3 8.51 2.13 7.51 3.00 1.27 0.19 9.59 4.57 13 5.9-14.9-1.10 2.97 11.3 5.46 1.72 3.86 1.90 1.00 0.15 6.28 2.92 1-29 _. AMFRICAN INSTITUTE OF STEEL CONSTRUCTION
,.. 1 30 r ->- r-, d x- t--x T M SHAPES t,,~ t--- W Web Flange' Distance Max. Flge. Grip Fas- Designation A d Thicness t w Width Thicness T ten- 't w T b f tf er In. 2 In. In. In. In. In. In.. In. In. In. M 14x18 5.10 14.00 14 0.215 %6 % 4.000 4 0.270 1/4 12314 5fa 114 % M 12x11.8 3.47 12.00 12 0.177 3/ 16 % 3.065 3% 0.225 114 10% 9/ 16 % - M 10x9 2.65 10.00 10 0.157 3/ 16 % 2.690 2% 0.206 3/ 16 8 7 /8 %6 %6 - M 8x6.5 1.92 8.1i0 8 0.135 % 1116 2.281 2% 0.189 3/ 16 7 112 3/ 16 - M 6x20 5.89 6.00 6 0.250 % % 5.938 6 0.379 3fs 4% 7/ 8 % 7/ 8 M 6x4.4 1.29 6.00 6 0.114 V8 V16 1.844 F/ 8 0.171 3/ 16 5% 7/ 16 3/ 16 - M 5x18.9 5.55 5.00 5 0.316 %6 3/ 16 5.003 5 0.416 7/ 16 3% 7/ 8 7/ 16 7/ 8 M 4x13 3.81 4.00 4 0.254 % % 3.940 4 0.371 % 2% 13/ 16 % % r ->- f-'-, M SHAPES d x- r--x T tw~ I-- W Compact Section Tor- Plastic Nom- Criteria Elastic sional Modulu's inal WI. rt d Axis X-X Axis. con per Fl bf F/ d F ", stant Zx Z - At I S r I S r J r--- 2tf ~ t w Lb. Ksi In. In. 4 In. 3 In. In. 4 In. 3 In. In. 4 In. 3 In. 3 18 7.4-65.1 15.6 0.91, 13.0 148 21.1' 5.38 2.64 1.32 0.719 0.11 24.9 2.20 11.8 6.8-67.8 14.4 0.68 17.4 71.9 12.0 4.55 0.980 0.639 0.532 0.05 14.3 1.09 9 6.5-63.7 16.3 0.61 18.0 38.8 7.76 3.83 0.609 0.453 0.480 0.03 9.19 0.765 6.5 6.0-59.3 18.8 0.53 18.6 18.5 4.62 3.10 0.343 0.301 0.423 0.02 5.42 0.502 20 7.8-24.0-1.52 2.66 39.0 13.0 2.57 11.6 3.90 1.40 0.30 14.5 6.25 4.4 5.4-52.6 23.8 0.44 19.0 7.20 2.40 2.36 0.165 0.179 0.358 0.01 2.80 0.296 18.9 6.0-15.8-1.29 2.40 24.1 9.63 2.08 7.86 3.14 1.19 0.34 11.0 5.02 13 5.3-15.7-1.01 2.74 10.5 5.24 1.66 3.36 1.71 0.939 0.19 6.05 2.74 1-31 I, - I
} 32 t ~tt Y d x- I-X T S SHAPES ~: I-<- Gript W Web Flange Distance Max. Flge. Designation A d Thicness t w Width Thicness Grip Fas T ten t w "2 bf tf er In. z In. In. In. In. In. In. In. In. In. S 24xl21 35.6 24.50 24% 0.800 13 /16 7116 8.050 8 1.090 Ilf16 20lfz 2 PIs 1 xl06 31.2 24.50 24lfz 0.620 % %6 7.870 7 7 /s 1.090 1%6 20lfz 2 PIs 1 S 24xl00 29.3 24.00 24 0.745 % % 7.245 7lf4 0.870 7Js 20% 1% 7/s 1 x90 26.5 24.00 24 0.625 % 5/16 7.125 7% 0.870 7Js 20% 1% 7/s 1 x80 23.5 24.00 24 0.500 % % 7.000 7 0.870 7Js 20lfz 1% 7/s 1 S 20x96 28.2 20.30 20lf4 0.800 13 /16 7116 7.200 7% 0.920 15 /16 16% 1% 15 /16 1 x86 25.3 20.30 20lf4 0.660 11/16 % 7.060 7 0.920 15 /16 16% 1% 15 /16 1 S 20x75 22.0 20.00 20 0.635 % 5/16 6.385 6% 0.795 13 /16 16% 1% 13 /16 7/s x66 19.4 20.00 20 0.505 lfz % 6.255 6% 0.795 13A6 16% 1% 13 116 7/s S 18x70 20.6 18.00 18 0.711 11116 % 6.251 6% 0.691 lla6 15 Piz 1111 6 7/s x54.7 16.1 18.00 18 0.461 7/16 lf4 6.001 6 0.691 1lf16 15 Plz 11A6 7/s S 15x50 14.7 15.00 15 0.550 %6 %6 5.640 5% 0.622 % 12% Pis %6 % x42.9 12.6 15.00 15 0.411 7/16 lf4 5.501 5lfz 0.622 % 12% Pis %6 % S 12x50 14.7 12.00 12 0.687 11/16 % 5.477 5lfz 0.659 lla6 9% F/16 11A6 % x40.8 12.0 12.00 12 0.462 7/16 lf4 5.252 5% 0.659 11/16 9% F/16 % % S 12x35 10.3 12.00 12 0.428 7116 lf4 5.078 5% 0.544 %6 9% P/16 lfz % x31.8 9.35 12.00 12 0.350 % %6 5.000 5 0.544 %6 9% 1 3 /16 lfz % S10x35 10.3 10.00 10 0.594 % 5/16 4.944 5 0.491 lfz 7% Ilfs lfz % x25.4 7.46 10.00 10 0.311 %6 3/16 4.661 4% 0.491 lfz 7% Pis % % S 8x23 6.77 8.00 8 0.441 7/16 % 4.171 4% 0.426 7116 6 1 7A6 % x18.4 5.41 8.00 8 0.271 lf4 % 4.001 4 0.426 7/16 6 1 7/16 % S 7x20 5.88 7.00 7 0.450 7/16 % 3.860 3 7 /s 0.392 % 5% 1%6 % % x15.3 4.50 7.00 7 0.252 % lfs 3.662 3% 0.392 % 5% 15 /16 % % S 6x17.25 5.07 6.00 6 0.465 7116 lf4 3.565 3% 0.359 % 4 1 /4 7Js % % x12.5 3.67 6.00 6 0.232 lf4 % 3.332 3% 0.359 % 4lf4 7/s % - S 5x14.75 4.34 5.00 5 0.494 lfz % 3.284 3lf4 0.326 %6 3% 13 /16 5/16 - xl0 2.94 5.00 5 0.214 %6 % 3.004 3 0.326 %6 3% 13 /16 5/16 - S 4x9.5 2.79 4.00 4 0.326 5A6 3A6 2.796 2% 0.293 5/16 2lfz % 5/16 - x7.7 2.26 4.00 4 0.193 3/16 % 2.663 2% 0.293 5/16 2% % 5/16 - S 3x7.5 2.21 3.00 3 0.349 % %6 2.509 2lfz 0.260 % 1% 11/16 % - x5.7 1.67 3.00 3 0.170 3116 lfs 2.330 2 3 /s 0.260 1/4 1% 11A6 1/4 - /1 Y t F----- S SHAPES d x- i---x T L:': -,...... f..- Gript W Compact Section Tor Plastic Nom- Elastic Criteria sional Modulus inal WI. rt d Axis X-X Axis. con stant per Ft bf F/ d F/" Zx Z - At I S r I S r J I--- 2tf I-- t w Lb. Ksi Ksi In. In. 4 In. 3 In. In. 4 In.3 I In. In. 4 In. 3 In. 3 121 3.7-30.6-1.86 2.79 3160 258 9.43 83.3 20.7 1.53 12.8 306 36.2 106 3.6-39.5 42.3 1.86 2.86 2940 240 9.71 77.1 19.6 1.57 10.1 279 33.2 100 4.2-32.2 63.6 1.59 3.81 2390 199 9.02 47.7 13.2 1.27 7.58 240 23.9 90 4.i - 38.4 44.8 1.60 3.87 2250 187 9.21 44.9 12.6 1.30 6.04 222 22.3 80 4~0-48.0 28.7 1.61 3.94 2100 175 9.47 42.2 12.1 1.34 4.88 204 20.7 96 3.9-25.4-1.63 3.06 1670 165 7.71 50.2 13.9 1.33 8.39 198 24.9 86 3.8-30.8-1.63 3.13 1580 155 7.89 46.8 13.3 1.36 6.64 183 23.0 75 4.0-31.5-1.43 3.94 ;1280 128 7.62 29.8 9.32 1.16 4.59 153 16.7 66 3.9-39.6 42.1 1.44 4.02 1190 119 7.83 27.7 8.85 1.19 3.58 140 15.3 70 4.5-25.3-1.36 4.17 926 103 6.71 24.1 7.72 1.08 4.15 125 14.4 54.7 4.3-39.0 43.3 1.37 4.34 804 89.4 7.07 20.8 6.94 1.14 2.37 105 12.1 50 4.5-27.3-1.26 4.28 486 64.8 5.75 15.7 5.57 1.03 2.12 77.1 9.97 42.9 4.4-36.5 49.6 1.26 4.38 447 59.6 5.95 14.4 5.23 1.07 1.54 69.3 9.02 50 4.2 - H.5-1.25 3.32 305 50.8 4.55 15.7 5.74 1.03 2.82 61.2 10.3 40.8 4.0-26.0-1.24 3.46 272 45.4 4.77 13.6 5.16 1.06 1.76 53.1 8.85 35 4.7-28.0-1.16 4.34 229 38.2 4.72 9.87 3.89 0.980 1.08 44.8 6.79 31.8 4.6-34.3 56.2 1.16 4.41 218 36.4 4.83 9.36 3.74 1.00 0.90 42.0 6.40 35 5.0-16.8-1.10 4.12 147 29.4 3.78 8.36 3.38 0.901 1.29 35.4 6.22 25.4 4.7-32.2 63.9 1.09 4.37 124 24.7 4.07 6.79 2.91 0.954 0.60 28.4 4.96 23 4.9-18.1-0.95 4.51 64.9 16.2 3.10 4.31 2.07 0.798 0.55 19.3 3.68 18.4 4.7-29.5-0.94 4.70 57.6 14.4 3.26 3.73 1.86 0.831 0.34 16.5 3.16 20 4.9-15.6-0.88 4.63 42.4 12.1 2.69 3.17 1.64 0.734 0.45 14.5 2.96 15.3 4.7-27.8-0.87 4.88 36.7 10.5 2.86 2.64 1.44 0.766 0.24 12.1 2.44 17.25 5.0-12.9-0.81 4.69 26.3 8.77 2.28 2.31 1.30 0.675 0.37 10.6 2.36 12.5 4.6-25.9-0.79 5.02 22.1 7.37 2.45 1.82 1.09 0.705 0.17 8.47 1.85 14.75 5.0-10.1-0.74 4.66 15.2 6.09. 1.87 1.67 1.01 0.620 0.32 7.42 1.88 10 4.6-23.4-0.72 5.10 12.3 4.92 2.05 1.22 0.809 0.643 0.11 5.67 1.37 9.5 4.8-12.3-0.65 4.88 6.79 3.39 1.56 0.903 0.646 0.569 0.12 4.04 1.13 7.7 4.5-20.7-0.64 5.13 6.08 3.04 1.64 0.764 0.574 0.581 0.07 3.51 0.964 7.5 4.8-8.6-0.59 4.60 2.93 1.95 1.15 0.586 0.468 0.516 0.09 2.36 0.826 5.7 4.5-17.6-0.57 4.95 2:52 1.68 l.23 0.455 0.390 0.522 0.04 1.95 0.653 } 33 A r-r""o... A... t".c'titiitc AI::". c:.tl= 1= I ~nn~trijc:tion
1-34 -+ ~, l' --rd X- I---X T HP SHAPES tw~ f--- W Web Flange Distance Designation A d Thicness t w Width Thicness T 1 t w T br tr In. 2 In. In. In. In. In. In. In. In. HP 14x117 34.4 14.21 14% 0.805 13 116 %6 14.885 14% 0.805 13 /16 11% 1% P/16 xl02 30.0 14.01 14 ' 0.705 11116 % 14.785 14% 0.705 11116 11% 1% 1 x 89 26.1 13.83 13% 0.615 % %6 14.695 14% 0.615 % lil/4 1%6 1%6 x73 21.4 13.61 13% 0.505 % % 14.585 14% 0.505 % 11% 13116 % HP 13xl00 29.4 13.15 13%,0.765 % % 13.205 13% 0.765 % 10% FI16 1 x 87 25.5 12.95 13 0.665 11116 % 13.105 13% 0.665 11/16 10% 13/8 1%6 x 73 21.6 12.75 12% 0.565 %6 %6 13.005 13 0.565 %6 10% 1% 1%6 x 60 17.5 12.54 1t!j2 0.460 7116 % 12.900 12 7 /8 0.460 7/i6 10!j4 1% 1fa HP 12x 84 24.6 '12.28 12% 0.685 11/16 % 12.295 12% 0.685 11116 9% 1% 1 x 74 21.8 12.13 12% 0.605 % %6 12.215 12% 0.610 % 9% 1%6 1%6 x 63 18.4 11.94 12 0.515 % % 12.125 12% 0.515 % 9% 1% 1fa x 53 15.5 11.78 11% 0.435 7116 % 12.045 12 0.435 7116 9% 1% % HP lox 57 16.8 9.99 10 0.565 %6 %6 10.225 10% 0.565 %6 7% 13116 13 116 x 42 12.4 9.70 9% 0.415 7116 % 10.075 10% 0.420 7/16 7% PI16 % HP 8x 36 10.6 8.02 8 0.445 7116 % 8.155 8% 0.445 7116 6% 1%6 % --r- ->- I---, HP,SHAPES d x...,-- I---X T t'"~ f--- W Plastic Nom- Compact Section Elastic Tor- Modulus inal Criteria d sional WI. rr Ar Axis X-X Axis - conper br F I d stant Zx Z F;" Ft. - I S r I S r J 2tr t w I-- Lb. Ksi Ksi In, In,4 In. 3 In. In. 4 In,3 In. In. 4 In. 3 In. 3 I--- 117 9.2 49.4 17.7-4.00 1.19 1220 172 5.96 443 59.5 3.59 8.02 194 91.4 102 10.5 38.4 19.9-3.97 1.34 1050,150 ' 5.92 380 51.4 3.56 5..40 169 78.8 89 11.9 29.6 22.5-3.94 1.53 904 131 5.88 326 44.3 3.53 3.60 146 67.7 73 14.4 20.3 27.0-3.90 1.85 729 107 5.84 261 35.8 3.49 2.01 118 54.6 100 8.6 56.7 17.2-3.54 1.30 886 135 5.49 294 44.5 3.16 6.25 153 68.6 87 9.9 43.5 19.5-3.51 1.49 755 117 5.45 250 38.1 3.13 4.12 131 58.5 73 11.5 31.9 22.6-3.47 1.74 630 98.8 5.40 207 31.9 3.10 2.54 110 48.8 60 14.0 21.5 27.3-3.43 2.11 503 80.3 5.36 165 25.5 3.07 1.39 89.0 39.0 84 9.0 52.5 17.9-3.29 1.46 650 106 5.14 213 34.6 2.94 4.24 120 53.2 74 10.0 42.1 20.0-3.26 1.63 569 93.8 5.11 186 30.4 2.92 2.98 105 46.6 63 11.8 30.5 23.2-3.23 1.91 472 79.1 5.06 153 25.3 2.88 1.83 88.3 38.7 53 13.8 22.0 27.1-3.20 2.25 393 66.8 5.03 127 21.1 2.86 1.12 74.0 32.2 57 9.0 51.6 17.7-2.74 1.73 294 58.8 4.18 101 19.7 2.45 1.97 66.5 30.3 42 12.0 29.4 23.4-2.69 2.29 210 43.4 4.13 71.7 14.2 2.41 0.81 48.3 21.8 36 9.2 50.3 18.0-2.18 2.21 119 ' 29.8 3.36 40.3 9.88 1.95 0.77 33.6 15.2 1 35
1-36 x_ r..- t J,t, CHANNELS T x X id AMERICAN STANDARD "e" - ~" ~Grip Y"l b---: Web Flange Distance Max. Flge. Designation A d Thicness t w Width Average Grip Fast w T b f thicness T tentf er In. 2 In. In. In. In. In. In. In. In. In. C 15x50 14.7 15.00 0.716 HA6 % 3.716 3% 0.650 % 12% F/16 % 1 x40 1Lli 15.00 0.520 % % 3.520 3% 0.650 % 12% 1 7 A6 % 1 x33.9 9.96 15.00 0.400 % %6" 3.400 3% 0.650 % 12% FA6 % 1 C 12x30 8.82 12..00 0.510 % % 3.170 3% 0.501 lj2 9% IVs % 7/S x25 7.35 12.00 0.387 % %<i 3.047 3 0.501 lj2 9% 1% % "1fs x20.7 6.09 12.00 0.282 %6 % 2.942 3 0.501 % 9% 1% % 1fs C 10x30 8.82 10.00 0.673 HA6 %6 3.033 3 0.436 7A6 8 1 7A6 % x25 7.35 10.00 0.526 lj2 % 2.886 2 7 /S 0.436 7/16 8 1 7/16 % x20 5.88 10.00 0.379 % %6 2.739 2% 0.436 7/16 8 1 7A6 % x15.3 4.49 10.00 0.240 1/ 4 % 2.600 2% 0.436 7A6 8 1 7A6 % C 9x20 5.88 9.00 0.448 7A6 % 2.648 2% 0.413 7A6 7% 1%6 7/16 % x15 4.41 9.00 0.285 %6 % 2.485 2% 0.413 7/16 7lJs 15/ 16 7A6 % x13.4 3.94 9.00 0.233 % % 2.433 2% 0.413 7/16 7% 1%6 7A6 % C 8x18.75 5.51 8.00 0.487 liz % 2.527 2% 0.390 % 6% 15/ 16 % % x13.75 4.04 8.00 0.303 %6 % 2.343 2% 0.390 % 6% 1%6 % % x11.5 3.38 8.00 0.220 % % 2.260 2% 0.390 % 6% 15/ 16 % % C 7x14.75 4.33 7.00 0.419 7A6 %6 2.299 2% 0.366 % 5% 7/S % % x12.25 3.60 7.00 0.314 %6 %6 2.194 2% 0.366 % 5% 1fs % % x 9.8 2.87 7.00 0.210 %6 % 2.090 2% 0.366 % 5% 1fs % % C 6x13 3.83 6.00 0.437 7A6 %6 2.157 2% 0.343 %~ 4% 13/16 %6 % I x10.5 3.09 6.00 0.314 %6 %6 2.034 2 0.343 5116 4% 13A6 % % x 8.2 2.40 6.00 0.200 %6 Va 1.920 1 7 /s 0.343 %6 4% 13/ 16 5A6 % C 5x 9 2.64 5.00 0.325 %6 %6 1.885 F/s 0.320 %6 3% % %6 % " x 6.7 1.97 5.00 0.190 %6 % 1.750 1% 0.320 %6 3% % - - C 4x 7.25 2.13 4.00 0.321 %6 %6 1.721 1% 0.296 %6 2% HA6 %6 % x 5.4 1.59 4.00 0.184 %6 %6 1.584 1% 0.296 %6 2% 11/16 - - C 3x 6 1.76 3.00 0.356 % %6 1.596 1% 0.273 % 1% 11A6 - - x 5 1.47 3.00 0.258 1/ 4 % 1.498 1% 0.273 % 1% W16 - - x 4.1 1.21 3.00 0.170 '0/16 %6 1.410 Hs 0.273 lj4 1% HA6 - - CHANNELS o x_ r..- ~ t, AMERICAN STANDARD T X X d e" + - ~" ~Grip ' I b/ Shear Axis X-X Axis V-V Center Nominal x loca- d Weight tion Af per Ft. eo I S r I S r In. In. In. 4 In. 3 In. In. 4 In. 3 In. 50 0.798 0.583 6.21 404 53.8 5.24 11.0 3.78 0.867 40 0.777 0.767 6.56 349 46.5 5.44 9.23 3.37 0.886 " 33.9 0.787 0.896 6.79 315 42.0 5.62 8.13 3.11 0.904 30 0.674 0.618 7.55 162 27.0 4.29 5.14 2.06 0.763 25 0.674 0.746 7.85 144 24.1 4.43 4.47 1.88 0.780 20.7 0.698 0.870 8.13 129 21.5 4.61 3.88 1.73 0.799 30 0.649 0.369 7.55 103 20.7 3.42 3.94 1.65 0.669 25 0.617 0.494 7.94 91.2 18.2 3.52 3.36 1.48 0.676 20 0.606 0.637 8.36 78.9 15.8 3.66 2.81 1.32 0.692 15.3 0.634 0.796 8.81 67.4 13.5 3.87 2.28 1.16 0.713 20 0.583 0.515 8.22 60.9 13.5 3.22 2.42 1.17 0.642 15 0.586 0.682 8.76 51.0 11.3 3.40 1.93 1.01 0.661 13.4 0.601 0.743 8.95 47.9 10.6 3.48 1.76 0.962 0.669 18.75 0.565 0.431 8.12 44.0 11.0 2.82 1.98 Un 0.599 13.75 0.553 0.604 8.75 36.1 9.03. 2.99 1.53 0.854 0.615 11.5 0.571 0.697 9.08 32.6 8.14 3.11 1.32 0.781 0.625 14.75 0.532 0.441 8.31 27.2 7.78 2.51 1.38 0.779 0.564 12.25 0.525 0.538 8.71 24.2 6.93 2.60 1.17 0.703 0.571 9.8 0.540 0.647 9.14 21.3 6.08 2.72 0.968 0.625 0.581 13 0.514 0.380 8.10 17.4 5.80 2.13 1.05 0.642 0.525 10.5 0.499 0.486 8.59 15.2 5.06 2.22 0.866 0.564 0.529 8.2 0.511 0.599 9.10 13.1 4.38 2.34 0.693 0.492 0.537 9 0.478 0.427 8.29 8.90 3.56 1.83 0.632 0.450 0.489 6.7 0.484 0.552 8.93 7.49 3.00 1.95 0.479 0.378 0.493 7.25 0.459 0.386 7.84 4.59 2.29 1.47 0.433 0.343 0:450 5.4 0.457 0.502 8.52 3.85 1.93 1.56 0.319 0.283 0.449 6 0.455 0.322 6.87 2.07 1.38 1.08 0.305 0.268 0.416 5 0.438 0.392 7.32 1.85 1.24 1.12 0.247 0.233 0.410 4.1 0.436 0.461 7.78 1.66 1.10 1.17 0.19] 0.202 0.404 AMERICAN INSTITUTE OF STEEL CONSTRUCTION 1-37
1-38 x_ '!.-- ~ t, T CHANNELS T x X 'd MISCELLANEOUS Designation - ~. e. ' I b/ t Grip Web Flange Distance Max. Flge. Average A d Thicness t w Width Grip Fas- thicness T tentt w T b f er In. 2 In. In. In. In. In. In. In. In. In. MC 18x58 17.1 18.00 0.700 ll!i6 % 4.200 4% 0.625 % 15lj4 1% % 1 x51.9 15.3 18.00 0.600 % %6 4.100 4% 0.625 % 15% 1% % 1 x45.8 13.5 18.00 0.500 % % 4.000 4 0.625 % 15% 1% % 1 x42.7 12.6 18.00 0.450 7!I6 1/4 3.950 4 0.625 % 15% 1% % 1 MC 13x50 14.7 13.00 0.787 1%6 % 4.412 4% 0.610 % 10% 1% % 1 x40 11.8 13.00 0.560 %6 % 4.185 4% 0.610 % 10% 1% %6 1 x35 10.3 13.00 0.447 7/16 % 4.072 4% 0.610 % 10% 1% %6 1 x31.8 9.35 13.00 0.375 % %6 4.000 4 0.610 % 10% 1% %6 1 MC 12x50 14.7 12.00 0.835 1%6 7!I6 4.13,5 4% 0.700 ll!i6 9% 1%6 ll!i6 1 x45 13.2 12.00 0.712 ll!i6 % 4.012 4 0.700 ll!i6 9% 1 5 /16 11/ 16 1 x40 11.8 12.00 0.590 %6 %6 3.890 3% 0.700 11/ 16 9% 1%6 ll!i6 1 x35 10.3 12.00 0.467 7!I6 1/4 3.767 3% 0.700 ll!i6 9% 1%6 ll!i6 1 MC 12x37 10.9 12.00 0.600 % %6 3.600 3% 0.600 % 9% 1%6 % % x32.9 9.67 12.00 0.500 % % 3.500 3 1 /2 0.600 % 9% 1%6 %6 % x30.9 9.07 12.00 0.450 7!I6 % 3.450 3 1 /2 0.600 % 9% 1%6 %6 % MC12xl0.6 3.10 12.00 0.190 3/ 16 % L500 1% 0.309 %6 10% ll!i6 - - Mc 10x41.1 12.1 10.00 0.796 1%6 % 4-.321 4% 0.575 %6 7lj2 1% %6 % x33.6 9.87 10.0Q 0.575 %6 %6 4.100 4% 0.575 %6 7lj2 1% %6 % x28.5 8.37 10.00 0.425 7!I6 3/ 16 3.950 4 0.575 9/ 16 7% I1I4 %6 % MC 10x28.3 8.32 10.00 0.477 % % 3.502 3% 0.575 %6 7% 1% %6 % x25.3 7.43 10.00 0.425 7!I6 %6 3.550 3% 0.500 % 7% 1% % 7/ S x24.9 7.32 10.00 0.377 %. %6 3.402 3% 0.575 %6 7lj2 1% %6 % x21.9 6.43 10.00 0.325 5!I6 %6 3.450 3% 0.500 % 7% 1% % % MC lox 8.4 2.46 10.00 0.170 %6 l!i6 1.500 1% 0.280 % 8% ll!i6 - - MC lox 6.5 1.91 10.00 0.152 % %6 1.127 1% 0.202 %6 9% 7!I6 - - CHANNELS x_ '!- MISCELLANEOUS T X X 'd - ~".t Grip e. 'l b,+ Shear Axis X-X Axis. Center Nominal x Loca- d Weight tion Af per Ft. eo I S r I S r In. In. In. 4 In. 3 In. In. 4 In. 3 In. 58 0.862 0.695 6.86 676 75.1 6.29 17.8 5.32 1.02 51.9 0.858 0.797 7.02 627 69.7 6.41 16.4 5.07 1.04 45.8 0.866 0.909 7.20 578 64.3 6.56 15.1 4.82 1.06 42.7 0.877 0.969 7.29 554 61.6 6.64 14.4 4.69 1.07 50 0.974 0.815 4.83 314 48.4 4.62 16.5 4.79 1.06 40 0.963 1.03 5.09 273 42.0 4.82 13.7 4.26 1.08 35 0.980 1.16 5.23 252 38.8 4.95 12.3 3.99 1.10 31.8 1.00 1.24 5.33 239 36.8 5.06 11.4 3.81 1.11 50 1.05 0.741 4.15 269 44.9 4.28 17.4 5.65 1.09 45 1.04 0.844 4.27 252 42.0 4.36 15.8 5.33 1.09 40 1.04 0.952 4.41 234 39.0 4.46 14.3 5.00 1.10 35 1.05 1.07 4.55 216 36.1 4.59 12.7 4.67 1.11 37 0.866 0.747 5.56 205 34.2 4.34 9.81 3.59 0.950 32.9 0.867 0.843 5.71 191 31.8 4.44 8.91 3.39 0.960 30.9 0.873 0.893 5.80 183 30.6 4.50 8.46 3.28 0.966 10.6 0.269 0.284 25.9 55.4 9.23 4.22 0.382 0.310 0.351 41.1 1.09 0.864 4.02 158 31.5 3.61 15.8 4.88 1.14 33.6 1.08 1.06 4.24 139 27.8 3.75 13.2 4.38 1.16 28.5 1.12 1.21 4.40 127 25.3 3.89 11.4 4.02 1.17 28.3 0.933 0.928 4.97 118 23.6 3.77 8.21 3.20 0.993 25.3 0.918 0.971 5.63 107 21.4 3.79 7.61 2.89 1.01 24.9 0.954 1.03 5.11 110 22.0 3.87 7.32 2.99 1.00 21.9 0.954 1.09 5.80 98.5 19.7 3.91 6.74 2.70 1.02 8.4 0.284 0.332 23.8 32.0 6.40 3.61 0.328 0.270 0.365 6.5 0.180 0.167 43.8 22.1 4.42 3.40 0.112 0.118 0.242 t It, 1-39
1-40 x_ r... ~ t, -f T x X Designation CHANNELS ;d MISCELLANEOUS - ~ ~Grip. I t eo b, Web Flange Distance Max. Flge. Average A d Thicness t w Width Grip Fast w T b t tt thic.ness T ten- er In. 2 In. In. In. In. In. In. In. In. In. MC 9x25.4 7.47 9.00 0.450 7!I6 % 3.500 3% 0.550 %6 6% P!I6 %6 % x23.9 7.02 9.00 0.400 % %6 3.450 3% 0.550 %6 6% P!I6 %6 7/s MC 8x22.8 6.70 8.00 0.427 7!I6 %6 3.502 3% 0.525 % 5% 13/16 112 % x21.4 6.28 8.00 0.375 %. %6 3.450 3% 0.525 % 5% 1%6 % % MC 8x20 5.88 8.00 0.400 % %6 3.025 3 0.500 % 5% 1% 112 7/s x18.7 5.50 8.00 0.353 % %6 2.978 3 0.500 % 5% Ws % 7/s MC 8x 8.5 2.50 8.00 0.179 %6 %6 1.874 F/s 0.311 %6 6% % %6 % MC 7x22.7 6.67 7.00 0.503 1/2 114 3.603 3% 0.500 % 4% 1% % % x19.1 5.61 7.00 0.352 % %6 3.452 3% 0.500 % 4% 1% % 7/s.MC 7x17.6 5.17 7.00 0.375 % %6 3.000 3 0.475 112 4% 11116 % % MC 6x18 5.29 6.00 0.379 % %6 3.504 3% 0.475 112 3% Jl/16 112 7/s x15.3 4.50 6.00 0.340 %6 %6 3.500 3% 0.385 % 4114 % % % MC 6x16.3 4.79 6.00 0.375 % %6 3.000 3 0.475 % 3% 1%6 % % x15.1 4.44 6.00 0.316 %6 %6 2.941 3 0.475 % 3% 1%6 % % MC 6x12 3.53 6.00 0.310 %6 % 2.497 2% 0.375 % 4% 13 /16 % % x_ r... ~ t, CHANNELS MISCELLANEOUS T X X 'd eo t w t. I b/ Shear Axis X-X Axis - Center.x loca- d Nominal Weight tion At I S r I S r per Ft. eo In. In. In. 4 In. 3 In. In. 4 In. 3 In. 25.4 0.970 0.986 4.68 88.0 19.6 3.43 7.65 3.02 1.01 23.9 0.981 1.04 4.74 85.0 18.9 3.48 7.22 2.93 1.01 22.8 1.01 1.04 4.35 63.8 16.0 3.09 7.07 2.84 1.03 21.4 1.02 1.09 4.42 61.6 15.4 3.13 6.64 2.74 1.03 20 0.840 0.843 5.29 54.5 13.6 3.05 4.47 2.05 0.872 18.7 0.849 0.889 5.37 52.5 13.1 3.09 4.20 1.97 0.874 8.5 0.428 0.542 13.7 23.3 5.83 3.05 0.628 0.434 0.501 22.7 1.04 1.01 3.89 47.5 13.6 2.67 7.29 2.85 1.05 19.1 1.08 1.15 4.06 43.2 12.3 2.77 6.11 2.57 1.04 17.6 0.873 0.890 4.91 37.6 10.8 2.70 4.01 1.89 0.881 18 1.12 1.17 3.60 29.7 9.91 2.37 5.93 2.48 1.06 15.3 1.05 1.16 4.45 25.4 8.47 2.38 4.97 2.03 1.05 16.3 0.927 0.930 4.21 26.0 8.68 2.33 3.82 1.84 0.892 15.1 0.940 0.982 4.29 25.0 8.32 2.37 3.51 1.75 0.889 12 0.704, 0.725 6.41 18.7 6.24 2.30 1.87 1.04 0.728 ~Grip 1 41
1-42...,--H-'\------.-x tt~==:l.~ ANGLES Equal legs and unequal legs for designing Weight AXIS X-X. AXIS v-v AXIS Z-Z Size and Thicness h per Area I S I S Foot r r x r Tan In. In. lb. In. z In. 4 In. 3 In. In. In. 4 In. 3 In. In. In. a L9 x4 x Size and Thicness In. ANGLES Equal legs and unequal legs x ~ \ l x for designing t ~7 Y Z Weight AXIS X-X AXIS V-V AXIS Z-Z h per Area I S r I S r x r Tan Foot In. lb. In. 2 In. 4 In. 3 In. In. In. 4 In. 3 In. In. In. a z \ Y ~ 1-43 L8 x8 x1lfs 1% 56.9 16.7 98.0 17.5 2.42 2.41 98.0 17.5 2.42 2.41 1.56 1.000 1 1% 51.0 15.0 89.0 15.8 2.44 2.37 89.0 15.8 2.44 2.37 1.56 1.000 7/s 1% 45.0 13.2 79.6 14.0 2.45 2.32 79.6 14.0 2.45 2.32 1.571.000 % 1% 38.9 11.4 69.7 12.2 2.47 2.28 69.7 12.2 2.47 2.28 1.58 1.000 % 1% 32.7 9.61 59.4 10.3 2.49 2.23 59.4 10.3 2.49 2.23 1.58 1.000 i~g i~fll:i~~lllllli!~!i!ii!;!iii;ll!ll~111,im Illill!lif!i\lltl~!.' lil!ll!,g1~11111!j~jlllilll % Il/s 26.4 7.75 48.6 8.36 2.50 2.19 48.6 8.36 2.50 2.19 1.59 1.000 L8 x6 xl 1% 44.2 13.0 80.8 15.1 2.49 2.65 38.8 8.92 1.73 1.65 1.28 0.543 linili"ll; lii,i'iii llii:! lii RI?i~!!! Ili~li!il ;li~ll~~ii~jll! il~imiiffi'i~;ftllllli~! 1IIIB1 w@ili lqi!fl~ % 1% 33.8 9.94 63.4 11.7 2.53 2.56 30.7 6.92 1.76 1.56 1.29 0.551 i~lllilllli'~il Nllliii'llIJ[~tii Il li illii Illiii;liiji~li'i~Jll :!l!iit~~!i!il:~illl~iii'lii i,ii~li, iuj~(i L8 x4 xl 1% 37.4 11.0 69.6 14.1 2.52 3.05 11.6 3.94 1.03 1.05 0.846 0.247 % 1% 28.7 _ 8.44 54.9 10.9 _2.55 2.95 936 3.07 1.05 0.953 0.852 0.258 iii!lillie;! 11i!~il ii!lil~~i~ iill~iml illlr1r~!.. g,i, lll!~~ i!iiii~~i~! il!lil~1!lll~i~j: :i~41~ II~~II~J.~~ % l' 19.6 5.75 38.5 7.49 2.59 2.86 6.74 2.15 1.08 0.8590:865 0.267 L 7 x4 x % 1% 26.2 7.69 37.8 8.42 2.22 i51 9.05 3.03 1.09 1.01 0.860 0.324 ~lj!llll.ilill(a]li :llliiill~!!ligiitllllil!iz@~~!1'~?i}ii~ i!~jl~.!~i J!M J'~R' ill.ij~m [pimi' ~i~~ l :lq!~~~. % 1 17.9 5.25 26.7 5.81 2.25 2.42 6.53 2.12 1.11 0.917 0.872 0.335 % 7/S 13.6 3.98 20.6 4.44 2.27 2.37 5.10 1.63 1.13 0.870 0.880 0.340 L 5 x5 X 7/ s 1% 27.2 7.98 17.8 5.17 1.49 1.57 17.8 5.17 1.49 1.57 0.973 1.00e i;i~~;~#ii~iii 5/ 16 13/ 16 10.3 3.03 7.42 2.04 1.57 1.37 '1.42 2.04 1.57 1.37 0.994 1.001 Angles in.shaded rows ma notbe readil available. Availabilit is subject to rolling accumulation and geographical location, and should be checed withmaterial suppliers. Angles in shaded rows ma not be readil available. Availabilit is subject to rolling accumu-iation and geographical location, and should be checed with material suppliers. AMERICAN INSTITUTE OF STEEL CONSTRUCTION
1-44 1-45 Z \ ANGLES Equal legs and unequal legs for designing ANGLES Equal legs and unequal legs for designing X ~--H-'i------,,-X Y Weight AXIS X-X AXIS V-V AXIS Z-Z Size and Thicness per Area Foot I S r I S r x r Tan In. In. lb. In. 2 In. 4 In. 3 In. In. In. 4 In. 3 In. In. In. 0' L4 " In. Weight AXIS X'X AXIS Z-Z Size and Thicness per Area ~-I -r...:::.:s::..:;.:..:...----r--+--i---,~::::-,--r--x-t-r--,----1 Foot r, r Tan In. lb. In.2 In.4 In 3 In. In. In. 4 In. In. In. 0' "~~'iiiii~~i;;i 2.09 3.38 1.23 1.27 1.26 1.65 0.734 0.887 0.759 0.647 0.554 1.69 2.77 1.00 1.28 1.24 1.36 0.599 0.896 0.736 0.651 0.558 L 3%x3 1 hx L 3 1 12x3 x L4 x4 x % 1% 18.5 5.44 7.67 2.81 1.19 1.27 7.67 2.81 1.19 1.27 0.778 1.000 % 1 15.7 4.61 6.66 2.40 1.20 1.23 6.66 2.40 1.20 1.23 0.779 1.000!j2 % 12.8 3.75 5.56 1.97 1.22 1.18 5.56 1.97 1.22 1.18 0.782 1.000 fil!@i!~~~lli1~t~11lil'~illm'!i!~~l; llmir~~1m~.1:!i*j;',!!!~!~f@;liji~'!l!~li~~!!!;~;i~!'!wi!ill~ l;l1iilql % %. 9.8 2.86 4.36 1.52 1.23 1.144.361.52 i:23'i'~i4 oja8 '1:000' %6 11/16 8.2 2.40 3.71 1.29 1.24 1.12 3.71 1.29 1.24 1.12 0.791 1.000 % % 6.6 1.94 3.04 1.05 1.25 1.09 3.04 1.05 1.25 1.09 0.795 1.000 L 4 x3 1 hx..... 1.25 3.79 1.52 1.04 1.00 0.722 0.750 itji. MTitjl!llil~1i.l111~ILIIJ,!1IE~~i lili~~jll~i~~i l!t;i!;!i!i~!l!m~1~~j'1111!i!l *1~!Q;'l ]1,U Zlg~[Q!Z~~1 % 13h6 9.1 2.67 4.18 1.49 1.25 1.21 2.95 1.17 1.060:9550:7270.755 %6 % 7.7 2.25 3.56 1.26 1.26 1.18 2.55 0.994 1.07 0.932 0.730 0.757 % 11/16 6.2 1.81 2.91 1.03 1.27 1.16 2.09 0.808 1.07 0.909 0:734 0.759 L 3%x2!j2X 0.592 0.719 0.660 0.537 0.496 0.504 0.727 0.637 0.540 0.501 0.412 0.735 0.614 0.544 0.506 L3 x3 ~ 1 12 %6 9.4 2.75 2.22 1.07 0.898 0.932 2.22 1.07 0.898 0.932 0.584 1.000 % ll!i6 7.2 2.11 1.76 0.833 0.913 0.888 1.76-0.833 0.913 0.888 0.587 1.000 5/16 % 6.1 1.78 1.51 0.707 0.922 0.865 1.51 0.707 0.922 0.865 0.589 1.000 % %6 4.9 1.44 1.24 0.577 0.930 0.842 1.24 0.577 0.930 0.842 0.592 1.000 %6 lf2 3.71 1.09 0.962 0.441 0.939 0.820 0.962 0.441 0.939 0.820 0.596 1.000 \ Angles in shaded rows ma not be readil available. Availabilit is subiect to rolling accumu'atlon and geograph\cal location, and should be checed w'\th mater\al suppliers. \ Angles \n shaded rows ma notbe readil available. Availabilit i~ subiect ~o ro\\in~ accumulation and geograph\ca\locabon, and should be checed WIth material suppliers.