Características de los perfiles de acero, Apuntes de Diseño Estructural y Arquitectura

¡Descarga Características de los perfiles de acero y más Apuntes en PDF de Diseño Estructural y Arquitectura solo en Docsity! 12 DIMENSIONS AND PROPERTIES tr Li K y —i CO: Table 1-1 e o? W-Shapes tasa Dimensions a] b Web Flange Distance Area, | Depth, > ne y Work- Shape A ad Thickness, | 4y | Width, | Thickness, k ra ta 2 bi t Kaos | Koa Gago in? in. in. in. in. in. in. | in. | in. | in. in. W44x335" | 98.5 [44.0 [44 [1.03 [1 Y [159 |16 [1.77 [1% |2.56 [2/8 [1%65 [384] 52 x290" | 85.4 [43.6 [4352/0.865| a | 76 [158 | 15772 [1.58 [19s [2.36 [21/16 [1/a x262* | 77.2 (43.3 [431/3/0.785| /6| 756 [15.8 |15%/1.42 [1716 [2.20 [2/4 [1% x2300| 67.8 429 [427/|0.710| "/s| Ye [158 |15%/.|1.22 [1% [201 [2/6 [19/59 | Y v Waox593* [174 43.0 [43 [1.79 [19%e| 1%/6|16,7 [16% [3.23 [3 [4.41 [4V2 [2/2 | 34 | 7Y x503" [148 [42.1 [42 [1.54 [1% | /16/16.4 | 16%|2.76 [2% [3.94 |4 2 x4319 [127 [41.3 |4114/1.34 [1556 | WMs|16.2 |16V4|2.36 |2Y8 [3.54 [3/8 [18 x397" l117 [aro 41 (1.22 [1% $e [16.1 |16V [2.20 [216 [3.38 [3/2 [16 x372 (110 [40.6 [40%2/1.16 [1%6 | Ye [161 |16V [2.05 [2116 [3.23 [3% [196 x362” [106 [40.6 |40/2|1.12 [1/8 | %s [16.0 [16 [2.01 [2 3.19 [3V4 [1% x324 | 95.3 [40.2 |40'/a/1.00 [1 Y [159 [157 [1.81 |11/6|2.99 [3/16 [1/6 x297" | 87.3 [39.8 [397/2/0.930| 1/15| Ya [15.8 | 1577 |1.65 [1% [2.83 [25/16/16 x277* | 81.5 [39.7 |[39%/a/0.830| 1Y16| 7h6 [158 |157/ [1.58 [1% [2.76 [28 [1% x249" | 73.5 [39.4 [39% 0.750| “Ya | Ye [15.8 [15% [1.42 [1716 [2.60 [21V16/1%6 x215" | 63.5 (39.0 [39 [0.650/ Ye | M6 [15.8 |15%.|1.22 [14 [2.40 [2/2 [1% x199* | 58.8 (38.7 |385/9]0.650| 5 | %o [15.8 | 15%. |1.07 [16 [2.25 [2/16 196 | Y v Wa0x392" [116 41.6 [4151.42 [17/56 | Y [12.4 [12% |2.52 [22 [3,70 [3/6/1'6| 34 | 712 x331" | 97.7 [40.8 [40% 1.22 [114 | Ye [122 [1218 [2.13 [218 [3.31 [38 [16 x327" | 95.9 [40.8 |40%//1.18 [1%6 | Ye [121 |12V8 [2.13 [28 [3.31 [3%8 [16 x294 | 86.2 [40.4 [40% 1.06 [116 | 6 [120 [12 [1.93 [1%6|3.11 [3/16 [1% x278 | 82.3 [40.2 [401//1.03 |1 Y |i20|12 [1.81 [1/6|2.99 [3/16 [1% x264 | 77.4 (40.0 [40 [0.960/ '/16| Yz [11.9 [1178 [1.73 [1% [2.91 [3 16 x235" | 69.1 [39.7 |[39%/s/0.830| 1Y16| 756 [11.9 |117/e [1.58 [1% [2.76 [28 [1% x211* | 62.1 [39.4 [39% 0.750| %4 | “e [118 [11% 1.42 [176 [2.60 [2"/16/1%6 x183" | 53.3 [39.0 [39 [0.650 e | %s [11.8 [11%/.|1.20 [196 |2.38 [2/2 [1% x167* | 49.3 [38.6 [38% 0.650/ Ya | “%s [11.8 |11%/.|1.03 |1 221 [2/16 [1%6 x149%'| 43.8 [38.2 |381/1/0.630/ “a | %s [11.8 [11% |0.830| /16|2.01 [2/8 [12 Y v * Shapa is slender for compression with A = 50 kei. ' Flange thickness greater than 2 in. Special requirements may apply per AISC Specification Section AS.16. * Shape coes not meet the // y limit for shear in AISC Specification Section 62.1(a) with Fj= 50 ksi  DIMENSIONS AND PROPERTIES 1-13 Table 1-1 (continued) W-Shapes Properties W44-W40 Compact Torsional Nom-| Section Axis X-X Properties inal | Criteria fts | lo Wi J Cw ln! s |r]z 1 z Mb/ft| 2tr | tu in.4 in9 | im | in? in. inS | in. | in in£ 335| 4.50/38.0 [31100 1410 [17.8 [1620 |1200 236 4.24142.2 535000 290 | 5.02145.0 [27000 1240 [17.8 [1410 [1040 205 4201420 461000 262| 5.57/49.5 [24100 1110 [17.7 [1270 923 182 4.17/41.9 405000 230 | 6.45/54.8 [20800 | 971 [17.5 [1100 79% 157 4.13/41.7 346000 593 | 258/19.1 [50400 2340 [17.0 [2760 [2520 [302 |3.80|481 | 4.63|308 | 445 997000 503 | 2.98/22.3 [41600 1980 [16.8 [2320 [2040 [249 |3.72|394 | 4.50[39.3 | 277 789000 431| 3.44/25.5 [34800 1690 [16.6 [1960 [1690 [208 3.65 [328 4.41|38.9 | 177 638000 397 | 3.66/28.0 [32000 11560 [16.6 [1800 [1540 [191 3.64 [300 4.38|38,8 | 142 579000 372| 3.93|29.5 [29600 ¡1460 [16.5 [1680 [1420 [177 |3.60|277 4.33|38.6 | 116 528000 362 | 3.99/30.5 [28900 ¡1420 [16.5 [1640 [1380 [173 |3.60|270 4.33|38.6 | 109 513000 324 | 4.40/34.2 [25600 1280 [16.4 [1460 [1220 [153 |3.58 |239 4.27|38,4 79.4 448000 297 | 4.80/36.8 [23200 1170 [16.3 [1330 [109 [138 3.54 [215 4.22138,2 61.2 399000 277| 5.08/41.2 [21800 1100 [16.4 [1250 [1040 [132 |358|204 | 4.25/38.1 | 51.5 | 379000 249| 5.55/45.5 [19600 | 993 [16.3 [1120 926 [118 [3.55|182 4.21|38.0 38.1 334000 215| 6.45/52.5 [16700 | 859 [16.2 | 964 803 [101 3.54 [156 4,19137,8 24.8 284000 199| 7.39/52.6 [14900 | 770 [16.0 | 869 695 88.2 | 3.45 [137 4.12137.6 18.3 246000 392 | 2.45/24.1 [29900 1440 [16.1 [1710 803 [130 2.64 [212 3.30/39.1 | 172 306000 331| 2.86/28.0 [24700 1210 [15.9 [1430 644 [106 [2.57 [172 3.21/38.7 | 105 241000 327 | 2.85/29.0 [24500 1200 [16.0 [1410 640 [105 [2.58 |170 3.21|38.7 | 103 239000 294| 3111322 [21800 1080 [159 [1270 | 562 |93,5|255|150 | 3.:16/38.5 | 766 | 208000 278| 3.31133.3 [20500 1020 [15.8 [1190 521 87.1 |2.52/140 3.13|38.4 85.0 192000 264 | 3.45/35.5 [19400 | 971 [15.8 [1130 493 82.6 | 2.52 [132 3.12[38,3 56.1 181000 235| 3.77|41.2 [17400 | 875 [15.9 [1010 444 74.6 | 2.54 [118 3.11[38.1 41.3 161000 211| 4.17/45.5 [15500 | 786 [15.8 | 906 390 66.1 | 2.51 [105 3.07 [38.0 30.4 141000 183| 4.92152.6 [13200 675 [15.7 | 774 331 56.0 |2.49| 88.3 | 3.04|37.8 19.3 118000 167 | 5.76/52.6 [11600 600 [15.3 | 693 283 47.9 |240| 76.0 | 2.98|37.6 14.0 99700 149| 7.11[54.3 | 9800 513 [15.0 | 598 229 38.8 | 229| 62.2 | 2.89/37.4 9.36 80000 1-16 DIMENSIONS AND PROPERTIES tr Li K y —i PONY Table 1-1 (continued) e o? W-Shapes : : Lo == — Dimensions k La Web Flange Distance Area, | Depth, . a > Work- Shape A d Thickness, | 4, | Width, | Thickness, k elr a ta 2 bi t Kaos | Koa Gago in? in. in. in. in. in. in. | in. | in. | in. in. Ww30x391" [115 (33.2 [331/4/1.36 |1%8 | 1/16/15.6 | 15% | 2.44 [2716 [3,23 [3/8 [1/2 [26V2| 52 x3571 l105 [328 |323/, 1.24 [1V | e [155 |[152|224 [2/4 [3.03 [3/8 [16 x326” | 95.9 [32.4 [32%/s/1.14 [1V8 | Ns [15.4 |15%s [2.05 [216 [2.84 [2"9/16|1%8 x292 | 86.0 (320 [32 [1.02 |1 Y [153 [15 |1.85 [1% [264 [2/4 [15% x261 | 77.0 [31.6 [31%5/0.930/ 1/16| Ye [15,2 | 158 |1.65 [1% |2.44 [2% |1%16 x235 | 69.3 [31.3 |311/10.830/ Y16| 7/h6 [15,1 |15 [1.50 [12 [2.29 [2/8 [1/4 x211 |62.3 [30.9 [31 [0.775| Ya | Ys [15.1 [158 |1.32 [1% |2.10 [2/4 |1%16 x191* | 56.1 [30.7 [30% 0.710/ '/16| “e [15.0 [15 [1.19 [196 [1.97 [2/16 [196 x173* | 50.9 [30.4 |30'/2/0.655| “a | %1s [15.0 |15 [1.07 [16 [1.85 [2 1/8 v v W30x148* | 43.6 (30.7 [30% 0.650| %s | $6 [10.5 |10Y2|1.18 [1% [1.83 [2/1 [1/8 [26/2| 52 x132* | 38.8 [30.3 |301/4/0.615| Ye | %%s [10.5 | 102 [1.00 [1 165 [178 [1/8 x124* | 36.5 [30.2 [301/2/0.585| Ys | %%s [10.5 | 102 |0.930| 1/16/1.58 |11%/16| 18 x116* | 34.2 [30.0 [30 [0.565 %6 | %s [10.5 [102 |0.850| Ye [1.50 [1Va [1/8 x108* | 31.7 [29.8 |297/s/0.545| 6 | 516 [10.5 | 102 |0.760| “Ya [1.41 [11/16/1/8 x99% | 29.0 (29.7 [29%/0.520| l/2 | Ys [10.5 |10Y2|0.670| "/16/1.82 [1%16 [1/16 xo0% | 26.3 29.5 [291/2/0.470| Y | Ye |10.4 | 10% |0.610| Yo [126 [1/2 [116 | Y v W27x539" [159 (32.5 [321/2[1.97 |2 1 15.3 [15 |3.54 (3% [4.33 [4/15 [19/16[23%| 5/29 x368" [109 [30.4 [30%8|1.38 [1% | 1/6/14.7 |14%/8 [2.48 [2/2 [3.27 [38 [1/2 5 x336” | 99.2 [30.0 [30 |1.26 [1Vs | Ye |14.6 [142 [2.28 [24 [3.07 [3%10 [1/6 x307" | 90.2 29.6 [29%8|1.16 [1% | “e [14.4 |14/2 [2.09 [2/16 [288 [3 — [1716 x281 | 83.1 [29.3 [291/4/1.06 [1V16 | %s [14.4 | 14% |1.93 |115/%6|2.72 [219/16| 18 x258 | 76.1 (29.0 [29 [0.980/1 Y [143 |14/4|1.77 [1% [2.56 [2/16/1%6 x235 | 69.4 [28.7 [28% 0.910/ 1/10] Ye [14.2 [144 |1.61 [1% [2.40 [2/2 [1% x217 | 63.9 [28.4 [28 0.830/ 'Y16| 7/16 [14.1 [148 [1.50 [12 [2.29 [2/8 [174 x194 | 57.1 [28.1 [281/2/0.750/ Ya | Y [14.0 [14 [1.34 [1% [2.13 [2/4 [1%6 x178 | 52.5 [27.8 [27%/4/0.725| Ya | Y [141 |14/8 [1.19 [196 |1.98 [2/16 [196 x161% | 47.6 [27.6 [27% 0.660/ /16| “Ye [14.0 |14 [1.08 [16 [1.87 [2 1% x145" | 43.2 [27.4 [270.605] “e | 6 [14.0 [14 [0.975|1 176 [178 [1/8 Y Y W27x129* | 37.8 (27.6 [27%//0.610| “e | %s [10.0 [10 [1.10 [1% [1.70 [2 1/8 [23%| 5 x114* | 33.6 [27.3 [271/41 0.570 %6 | 56 [10.1 [10 |0.930| %/16/1.53 [19/6/18 x102* | 30.0 [27.1 [27/8/0.5151 Y | Ya [10.0 [10 [0830] */6/1.43 [1% [1/16 x94% | 27.6 [26.9 [267/2/ 0.4901 Ya | Ya [10.0 [10 |0.745| “a [1.34 [1Y8 [1716 xe4 | 24.7 [26.7 |26/0)0.460| 7/56 | Y [100 [10 |0.640| Ye [1.24 [1% [116 | Y Y * Shapa is elender for compression with £= 50 kei. 9 The actual size, combiration and orientation of fastener components should be compared with the geomety of the cross section to ensure compatibilty. ” Flange thickness greater than 2 in. Special requirements may apoly per AISC Specification Section A3.1c. Y Shape does not meet the //+.y limit for shear in ASC Specification Section 62.1(a) with E, =50 ksi  DIMENSIONS AND PROPERTIES 1-17 Table 1-1 (continued) W-Shapes Properties W30-W27 Compact Torsional Nom-| Section Axis X-X Axis Y-Y Properties inal | Criteria fs | lo Wi J Cw blo 1 s[|r]z 1 s|r]|z Mb/ft| 2tr | tu in.4 in9 | im | im? in [ in3 | in. | in? | in. | án in4 in£ 391| 3.19/19.7 [20700 (1250 [13.4 [1450 [1550 [198 |3.67|310 | 4.37|30.8 | 173 366000 357| 3.45/21.8 [18700 1140 [133 [1320 [1390 [179 3.64 [279 4.31|30.6 | 134 324000 326| 3.75/23.4 [16800 1040 [13.2 [1190 [1240 [162 |3.60|252 4.25|30.4 | 103 287000 292| 4.12/26.2 [14900 | 930 [13.2 [1060 [1100 [144 | 3.58 [223 4.22130.2 75.2 250000 261| 4.59/28.7 [13100 829 [13.1 | 943 959 [127 3.53 [196 4.16|30.0 54.1 215000 235| 5.02/32.2 [11700 | 748 [13,0 | 847 855 [114 [3.51 [175 4,13|29,8 40.3 190000 211| 5.74/34.5 [10300 665 [12.9 | 751 757 [100 3.49 [155 4.11|29.6 28.4 166000 191 | 6.35|37.7 | 9200 600 |128|675 [673 |895|3.46|138 | 4.05/285 | 21.0 | 146000 173| 7.04[40.8 | 8230 541 [12.7 | 607 598 79.8 | 3.42 [123 4.03|29.3 15.6 129000 148 | 4.44[41.6 | 6680 436 [12.4 | 500 227 43.3 | 2.28| 68.0 | 2.77|29.5 14.5 49400 132 | 5.27/43.9 | 5770 380 [122 | 437 19 37.2 |2.25| 58.4 | 2.75/29,3 9.72 42100 124| 5.65/46,2 | 5360 355 [12.1 | 408 181 34.4 |2.23| 54.0 | 2.73|29.3 7.99 38500 16| 6171478 | 4eso 328 [izo |378 [164 |31.3|219| 49.2 | 2.70/202 | 643 | 34900 108 | 6.89/49.6 | 4470 299 [11.9 | 346 146 27.9 [2.15| 43.9 | 2.67|29.0 4.99 30900 99| 7.80/51.9 | 3990 269 [11.7 | 312 128 24,5 | 2.10| 38.6 | 2.62|29.0 3.77 26800 90| 8.52157.5 | 3610 | 245 [11.7 | 283 115 22,1 |2.09| 34,7 | 2.60|28.9 2.84 24000 539| 2,15/12.1 [25600 11570 [12.7 [1890 [2110 [277 3.65 [437 4.41|29.0 | 496 443000 368 | 2.96/17.3 [16200 1060 [12.2 [1240 [1310 [179 |3.48|279 4.15/27.9 | 170 255000 336 | 3.19/18.9 [14600 | 972 [12.1 [1130 [1180 [162 |3.45/|252 4.10/27.7 | 131 226000 307| 346/20.5 [13100 | 887 [izo hroso [roso [146 [341|227 | 4.04/27.5 | 101 199000 281| 3,72122.5 [11900 814 [12.0 | 936 953 [133 3.39 [206 4.00|27.4 79.5 178000 258 | 4.03/24.4 [10800 | 745 [11.9 | 852 859 [120 [3.36 |187 3.95/27.2 61.6 159000 235| 4.41/26.2 | 9700 | 677 [11.8 | 772 769 [108 |3.33|168 3.92/27.1 47.0 141000 217| 4.11128.7 | 8910 | 627 [11.8 | 711 704 [100 [3.32 [154 3.89/26.9 37.6 128000 194| 5.24/31.8 | 7860 559 [11.7 | 631 619 88.1 | 3.29 /136 3.85|26.8 27.1 111000 178| 5.92132.9 | 7020 | 505 [11.6 | 570 555 78.8 |3.25/122 3.83|26.6 20.1 98400 161| 6.49/36.1 | 6310 458 [11.5 | 515 497 70.9 | 3.23 [109 3.79/26.5 15.1 87300 146 | 7.16/39.4 | 5660 414 [11.5 | 464 443 63.5 [3.20| 97.7 | 3.76|26.4 11.3 77200 129| 4.55/39.7 | 4760 345 [11.2 | 395 184 36.8 | 2.21| 57.6 | 2.65/26.5 1.1 32500 114| 5.41/42.5 | 4080 299 [11.0 | 343 159 31.5 |2.18| 49.3 | 2.65/26.4 7.33 27500 102 | 6.03/4/.1 | 3620 | 267 [11.0 | 305 139 218 |2.15| 43.4 | 2.62[26.3 5.28 24000 94| 6.70/49.5 | 3270 | 243 [10.9 | 278 124 24.8 |2.12| 38.8 | 2.59|26.2 4.03 21300 84 | 7.78/52.7 | 2850 213 [10.7 | 244 106 21.2 [2.07 | 33.2 | 2.54/26.1 281 17900 1-18 DIMENSIONS AND PROPERTIES tr Li K y —i PONY Table 1-1 (continued) e o? W-Shapes : : Lo == — Dimensions k La Web Flange Distance Area, | Depth, . a > Work- Shape A d Thickness, | 4, | Width, | Thickness, k elr a ta 2 bi t Kaos | Koa Gago in? in. in. in. in. in. in. | in. | in. | in. in. Ww24x370" [109 (28.0 [28 [1.52 [1Y2 | *a [13,7 |13%78 2.72 [2%/8 [3,22 [3/8 [1% [20%4| 52 x335 | 98.3 [27.5 |271/2 11.38 [1% | 1Ws|135 |13/2|2.48 [2/2 [298 [38 [12 x306” | 89.7 [27.1 |27/s/1.26 |1Va | e [13.4 [13 |2.28 [24 [2.78 [315 [1/6 x079 | 81.9 [26.7 [26%//1.16 [1% | Ye [133 | 134 |2.09 [2118 [2.59 [3 Vhs x250 | 73.5 [26.3 [26%8|1.04 [1V16 | %s [13.2 | 138 [1.89 [17 [2.39 [21/16|1%8 x229 | 67.2 [26.0 [26 [0.960 /16| Y. [13,1 [132 [1.73 [1% [2.23 [2/8 [1% x207 | 60.7 [25.7 [25%/4/0.870/ a | he [13.0 |13 [1.57 [1%s [2.07 |[2V2 [1% x192 | 56.5 [25.5 [25/20.810/ 'Y6| 7/56 [13.0 [13 [1.46 [1716 [1.96 [2/8 [1/4 x176 | 51.7 [25.2 |25/4/0.750/ Ya | “Ye [129 [12778 [1.34 [1% [1.84 [2/4 [1% x162 | 47.8 (25.0 [25 [0.705| '/16| Ye [13.0 |13 [1.22 |1s [1.72 [2/8 [1%6 x145 | 43.0 [24.7 [243/4/0.650/ e | %%6 [12.9 | 127/e [1.09 [118 |1.59 [2 1/a x131 | 38.6 [24.5 |[241/2/0.605| “e | “6 [12.9 |127/e |0.960| /6|1.46 [18 [178 x117* | 34.4 [24.3 |[241/4/0.550/ %6 | %s [12.8 |12%/. |0.850| Ye [1.35 [1%/4 [18 x104* | 30.7 [24.1 [24 [0.5001 Y | Ya [12.8 |12%/.|0.750| “4 [1.25 [1Y8 [1/16 Y v W24x103* | 30.3 (24.5 [241/2/0.550| Y6 | 16 | 9.00 9 0.980|1 1.48 [178 [1/8 [20%| 5% x94% | 27.7 [24.3 [241/4/0.515| Ya | Ya | 9.07| 98 |0.875| Ye |1.38 |1Y4 [1716 x84 | 24.7 (24.1 [24'/9/0.470| /2 | Ya | 9.02|9 0.770| Ya [1.27 [1/61/16 x76" | 22.4 [23.9 [237/s/0.440| 756 | Ya | 8.99|9 0.680| 1/16/1.18 [1% [1/16 x68% | 20.1 [23.7 [23%/4/0.415| "56 | Ya | 8.979 0.585| Ys [1.09 [1Y2 [1/16 Y Y 7 7 W24x62" | 18.2 (23.7 [23%/0.430| “hs | Ys | 7.04 0.590| */16 [1.09 [1/2 [1/15 [20%4| 31/22 x55% | 16,2 [23.6 [238 0.395| Ye | Ys | 7.01 0.505| Yz [1.01 [17/16 [1 20%4| 31/22 W21x201 | 59.3 (23.0 [23 [0.910| M6] Ya [12.6 |12%/s|1.63 [1% [2.13 [22 [1% | 18 | 5% x182 | 53.6 [22.7 [22%/4/0.8301 /5| 6 [125 |12/2|1.48 [12 [198 [2/2 [1 x166 | 48.8 [22.5 [221/2[0.750/ Ya | Ys [12.4 |12/s|1.36 [1% |1.86 [2/4 [1% x147 | 43.2 22.1 [22 [0.720| 9 | Y% [125 |12/2|1.15 [1% [1.65 [2 1% xt32 | 38.8 21.8 [217/8/0.650| Ye | %s [124 |12/2 [1.04 [1% [1.54 [11%/6|178 x122 | 35.9 [21.7 [21% 0.6001 “e | 6 [12.4 [12% |0.960| /6/1.46 [1/6/18 x111 | 32.6 [21.5 [211/210.550/ %s | %s [12.3 [12% |0.875| Ve [1.38 [1% [18 x101* | 29.8 (21.4 [21% 0.500| Y | Ys [12.3 |12Y4|0.800| */16|1.30 [1/16/1%16 Y Y * Shapa is elender for compression with £= 50 kei. 9 The actual size, combiration and orientation of fastener components should be compared with the geomety of the cross section to ensure compatibilty. ” Flange thickness greater than 2 in. Special requirements may apoly per AISC Specification Section A3.1c. Y Shape does not meet the //+.y limit for shear in ASC Specification Section 62.1(a) with E, =50 ksi  DIMENSIONS AND PROPERTIES 121 Table 1-1 (continued) W-Shapes Properties W21-W18 Compact Torsional Nom-| Section Axis X-X Axis Y-Y Properties inal | Criteria fs | lo Wi J Cw blo 1 s[|r]z 1 s|r]|z Mb/ft| 2tr | tu in.4 in9 | im | im? in [| in3 | in. | in3 | ín. | in in£ 93| 4.53/32,3 | 2070 | 192 8.70| 221 92.9 | 22.1 [1.84 | 34.7 | 2.24/20.7 9940 83| 5.00/36.4 | 1830 171 8.67| 196 81.4 | 195 |183| 305 | 221|20.6 8630 73| 5.60/41.2 | 1600 | 151 8.64| 172 706 | 17.0 |1.81| 26.6 | 2.19/20.5 7410 68| 6.04/43.5 | 1480 140 8.60| 160 647 | 157 [180| 24.4 | 2.17|20.4 6760 62| 6.70/46.9 | 1330 | 127 8.54| 144 575 | 14.0 [1.77 | 21.7 | 2.15/20.4 5960 55| 7.87|50.0 | 1140 110 8.40| 126 48.4 | 11.8 |1.73| 18.4 | 2.11/20,3 4980 48 | 9.47|53.5 959 93.0 | 8.24| 107 38.7 9.52| 1.66 | 14.9 | 2.05|20.2 3950 57| 5.04/46,3 | 1170 111 8.35| 129 30.6 9.35| 1.35| 14.8 | 1.68|20.5 1.77 319 50| 6.10/49.4 | 984 945 | 8.18| 110 249 | 7.64/130| 122 | 1.64/20.3 1.14 2570 44| 7.22/53.5 | 843 81.6 | 8.05] 95.4 | 20.7 | 6.37|1.26| 10.2 | 1.60/20.3 0.770 2110 311| 2.19/10.4 | 6970 | 624 8.72| 754 795 [132 [|295|207 3.53/19.6 | 176 76200 283| 2.38/11.3 | 6170 | 565 8.61| 676 704 [118 [2.91 |185 3.47/19.4 | 134 65900 258 | 2.56/12.5 | 5510 514 8.53| 611 628 [107 2.88 [166 3.42/19.2 | 103 57600 234 | 2.76/138 | 4900 | 466 8.44| 549 558 95.8 |285/149 3.37119.0 78.7 50100 211| 3.02/15.1 | 4330 | 419 8.35| 490 493 85.3 | 2.82 [132 3.32 118.8 58.6 43400 192| 3.27|16.7 | 3870 380 8.28| 442 440 76.8 |279|119 3.28|18.7 44.7 38000 175| 3.58/18.0 | 3450 | 344 8.20| 398 391 58.8 | 2.76 /106 3.24|18,4 33.8 33300 158 | 3.92/19.8 | 3060 310 8.12| 356 347 61.4 [274| 948 | 3.20/18.3 25.2 29000 143| 4.25/22.0 | 2750 | 282 8.09| 322 311 55.5 [2.72 | 85.4 | 3.17/18,2 19.2 25700 130| 465|23.9 | 2460 256 |8.03| 290 |278 |499|270| 76.7 | 3.13/181 | 145 | 22700 119| 531/24,5 | 2190 231 7.90| 262 253 44.9 |2.69| 69.1 | 3.13|17.9 10.6 20300 106 | 5.96/27.2 | 1910 204 7.84| 230 220 39,4 | 2.66 | 60.5 | 3.10/17.8 7.48 17400 97| 6.41|30.0 | 1750 188 7.82| 211 201 36.1 |2.65| 55.3 | 3.08|17.7 5.86 15800 86| 7.20/33.4 | 1530 166 1.77| 186 15 31.6 | 2.63| 48.4 | 3.05/17.6 4.10 13500 76| 8.11|37.8 | 1330 | 146 7.73| 163 152 27.6 |2.61| 42.2 | 3.02117.5 2.83 11700 71| 4.71/32.4 | 1170 127 7.50| 146 60.3 | 15.8 |1.70| 24.7 | 2.05|17.7 3.49 4700 65| 5.06/35.7 | 1070 117 7.49| 133 548 | 14.4 [1.69| 22.5 | 2.03/17.7 2.73 4240 60| 5.44|38,7 984 | 108 7.47| 123 50.1 | 13.3 [1.68 | 20.6 | 2.02117.5 2.17 3850 55 | 5.98/41.1 890 98.3 | 7.41/ 112 449 | 11.9 [1.67 | 18.5 | 2.00/17.5 1.66 3430 50| 6.57|45.2 | 800 88.9 | 7.38| 101 40.1 | 10.7 |1.65| 16.6 | 1.93|17.4 1.24 3040 46| 501/4456 | 712 78.8 | 7.25] 90.7 | 225 | 7.43/1.29| 11.7 | 1.58/17.5 1.22 1720 40| 5.73/50.9 | 612 68.4 | 7.21] 784 | 19.1 6.35| 1.27 | 10.0 | 1.55/17.4 0.810 1440 35| 7.06|53.5 510 57.6 | 7.04| 665 153 5.12/1.22| 8.06| 1.51|17.3 0.506 1140 1-22 DIMENSIONS AND PROPERTIES pr kt ke y —i PONY Table 1-1 (continued) e o? W-Shapes =— Dimension: —A ensions Le] Web Flange Distance Area, | Depth, | . - Work Shape A d Thickness, | 4, | Width, | Thickness, k ra ta 2 bi to TkeTKka Gago in? in. in. in. in. in. in. | in. | in | in. in. W16x100 | 29.4 [17.0 [17 [0.585| %6 | 6 [10.4 | 10%s | 0.985|1 1.39 [18 [1/8 [13V4| 5 x89 28.2 116.8 |16%/4/0.525| 12 Ya [10.4 |10% |0.875| Ve |1.28 [1Y4 [1/18 xT7 22.6 116.5 [161/2[0.455| 7/15 | Ys [10.3 | 104 |0.760| Ya |1.16 [18 [1/16 x67% | 19.6 16.3 [16%] 0.395| Ya | %s [10.2 | 104 |0.665| /16|1.07 [1% |1 Y W16x57 16.8 (16.4 [160.430] 7/h6 | Ya | 7.12|718 |0.715| W6|1.12 [182 | Ye [13%| 31/22 x50* 14.7 [16.3 [16s|0.380| Ys | Ys | 7.07|7Y8 [|0.630| Ys [1.03 [1%16 | “Ns x45% | 13.3 [16.1 [16/9/0.345| Ye | Ys | 7.047 0.565| 16 |0.967|1Va 16 x40" | 11.8 [16.0 [16 [0.305| 416 | Ys | 7.00/7 0.505| Yz |0.907|1%16 | “6 x36% | 10.6 [15.9 [157//0.205| %s | %s | 6.99/7 0.430| Ve [0.83211V | Ya | Y W16x31% 9.13|15.9 [15/0/0.275| Ya | Ye | 5.53|52 [0.440| “/1e |[0.842/1/8 | Ya [135%0| 312 x26%% | 7.68/15.7 |15%)/0.250/ Ya | Ye | 5.50|5%2 |0.345| Ye |0.747|1/16 | Ya [13%8| 3% W14x730" [215 (22.4 |223/8|3.07 [3116 [196 [17.9 [177 |4.91 [418/16|5.51 [6Y16 [2/4 | 10 [3-712-32 x665” [196 [21.6 [21%8/2.83 [21V16/17/6 [17.7 |17%/5| 4.52 [42 [5.12 [5%/6| 25/8 13-71/2-39| x605" [178 [20.9 [207/s|2.60 [2% [19/16 [17.4 |17%/8|4.16 [496 |4.76 [5/15 [2/2 3-71/2-3 x550" 162 [20.2 |201/4|2.38 [2% [196 [17.2 [174 [3.82 [319/6|4.42 [58 |2%8 x500” [147 [19.6 [19%8/2.19 [236 [1/8 [17.0 [17 [3.50 [32 [4.10 [46|2%/6 x455” [134 [19.0 [19 [2.02 168 |167 [3.21 [3% [3.81 [4/2 [2/4 x420" 125 [18,7 [18%)|1.88 [1778 | "%6|16,7 | 16% |3.04 [316 [3.63 |4%/16 [2/8 x398N [117 [18,3 |18/411.77 [1% | 7e |16.6 [16% |2.85 |27/ [3.44 [4/8 [2/8 x370" |io9 [17.9 [1771.66 [11/16] /6|16.5 | 162 |2.66 [2/16 |3.26 [3%/6|2'/16 x342% (101 [17.5 [1721.54 [1% | 61164 [16% [2.47 [2Y2 [3.07 [3% [2 x311* | 91.4 17.1 [171.41 [1756 | %% [162 [10% [2.26 [2% [2.86 [3% [1 x283" | 83.3 [16.7 [16% 1.29 [1556 | WMs[161 |16V [2.07 [28 [2.67 [32 [172 x257 | 75.6 [16.4 [16%/1.18 [1% | [16.0 |16 [1.89 [1% [249 [3/6 [1/6 x233 | 68.5 [16.0 [16 [1.07 [16 | %s [15.9 [1578 [1.72 [1% [232 [3 [1% x211 | 62.0 [15.7 [15 0.980/1 Y [158 [15% [1.56 [1%o [2.16 [28 [1/0 x193 | 56.8 15.5 [15/2[0.890/ e | “6 [15.7 |15%/:|1.44 [1/6 [2.04 [2/4 [1/6 x176 | 51.8 [15.2 [15/4/0.830/ 1Y16| 710 [15.7 [15% |1.31 [1% |1.91 [2/8 [1% x159 | 46.7 [15.0 [15 |0.745| % | Ye [156 [15% /1.19 [196 [1.79 [2/2 [1% x145 | 42.7 [14.8 |143/0/0.680| /16| S/o [15.5 [152 |1.09 [110 |1.69 [2/0 [190 | Y ro * Shapa is elender for compression with £= 50 kei. 9 The actual size, combiration and orientation of fastener components should be compared with the geomety of the cross section to ensure compatibilty. ” Flange thickness greater than 2 in. Special requirements may apoly per AISC Specification Section A3.1c. Y Shape does not meet the //+.y limit for shear in ASC Specification Section 62.1(a) with E, =50 ksi  DIMENSIONS AND PROPERTIES 1-23 Table 1-1 (continued) W-Shapes Properties W16-W14 Compact Torsional Nom-| Section Axis X-X Axis Y-Y Properties inal | Criteria fs | lo Wi J Cw blo 1 s[|r]z 1 s|r]|z Mb/ft| 2tr | tu in.4 in9 | im | im? in [| in3 | in. | in3 | ín. | in in£ 100| 5.29/24,3 | 1490 | 175 7.10| 198 186 35.7 |2.51| 54.9 | 2.92|16.0 7.73 11900 89| 5:92127.0 | 1300 | 155 7.05| 175 163 314 |249| 481 | 288|15.9 5.45 10200 77| 6.77/31.2 | 1110 134 7.00| 150 138 26.9 [247 | 41.1 | 2.85/15,7 3.57 859 67| 7.70/35.9 | %4 117 6.96| 130 119 232 |246| 355 | 2.82115.6 2.39 7300 57| 4.98|33.0 | 758 92.2 | 6.72| 105 431 | 121 |1.60| 18.9 | 1.92[15.7 222 2560 50| 5.61137.4 | 659 81.0 | 6.68] 920 | 372 | 10.5 [1.59| 16.3 | 1.89/15.7 1.52 2270 45| 6.23/41.1 586 72.7 | 6.65| 823 328 9.34 1.57| 145 | 187|15.5 111 1990 40| 6.93|46.5 518 64.7 | 6.63| 730 28.9 8.25| 1.57 | 12.7 | 1.86/15.5 0.794 1730 36| 8.12|48.1 448 565 | 651] 640 | 245 | 7.00/152| 10.8 | 1.83/15.5 0.545 1460 31| 6.28/51.5 375 47.2 | 6.41| 540 124 4.49 1.17| 7.03| 1.42115.5 0.461 739 26| 7.97/56.8 | 301 38.4 | 6.26] 44.2 9.59| 3.49 1.12| 5.48| 1.38/15.4 0.262 569 730| 182| 3.71114300 1280 |8.17h1660 [4720 [527 |460|816 | 5.68|17.5 [1450 | 362000 665 | 1.95| 4.03/12400 1150 7.98/1480 [4170 [472 |4.62 [730 5.57 |17.1 [1120 305000 605| 2.09| 4.39/10800 1040 7.80/1320 [3680 [423 |4.55/652 5.44/16.7 | 869 258000 550 | 2.25| 4.79| 9430 | 931 7.6311180 [3250 [378 4,49 [583 5.35/16.4 | 669 219000 500 | 2.43| 5.21| 8210 | 838 7.48/1050 [2880 [339 |4.43 [522 5.26/16.1 | 514 187000 455| 2.62| 5.56| 7190 | 756 7.33| 936 [2560 [304 | 4.38 |468 5.17/15.8 | 395 160000 426 | 2.75| 6.08| 6600 706 7.26| 869 [2360 [283 4,34 [434 5.11/15.7 | 331 144000 398 | 2.92| 6.44] 6000 | 656 7.16| 801 [2170 [262 4.31 [402 5.05/15.5 | 273 129000 370| 3.10| 6.89 5440 | 607 7.07| 736 [1990 [241 4.27 [370 5.00/15,2 | 222 116000 342| 331| 7.41| 4900 | 558 6.98| 672 [1810 [221 4.24 [338 4.95/15.0 | 178 103000 311| 3.59| 8.09) 4330 | 506 6.88| 603 [1610 [199 |4.20 [304 4.87|14.8 | 136 89100 283| 389| 8.84] 3840 | 459 6.79| 542 [1440 [179 4.17 1274 480/1146 | 104 77700 257 | 4,23| 9.71| 3400 415 6.71| 487 [1290 [161 4,13 /246 4.75114.5 79.1 67800 233| 4621107 | 3010 375 |663| 436 [150 [145 |4.10|227 | 469|143 | 595 | 5900 211| 5.06/11.5 | 2660 | 338 6.55| 390 [1030 [130 |4.07 [198 4.64/14.1 44.6 51500 193| 5.45/12.8 | 2400 310 6.50| 355 931 [119 [4.05|180 4,59/14,1 34.8 45900 176| 5.97/13.7 | 2140 281 6.43| 320 838 [107 4.02 [163 4.55/13.9 26.5 40500 159| 6.54/15.3 | 1900 254 6.38| 287 748 96.2 | 4.00 [146 4.51/13.8 19.7 35600 145| 7.11116.8 | 1710 232 6.33| 260 677 87.3 | 3.98 [133 4,47 113,7 15.2 31700 1-26 DIMENSIONS AND PROPERTIES tr Li K y —i PONY Table 1-1 (continued) e o? W-Shapes tasa Dimensions a] b Web Flange Distance Area, Depth, [7 . - Work Shape A d Thickness, | 4, | Width, | Thickness, k elr a ta 2 bi t Kaos | Koa Gago in? in. in. in. in. in. in. | in. | in. | in. in. W12x58 17.0 112.2 [121/4/0.360| “e | 6 [10.0 |10 [0.640| Ye |1.24 [1/2 5/16/94 | 5 x53 15.6 112.1 [12 [0.345| Se | Ne [10.0 [10 [0.575| 16 |1.18 [1/8 | "6 | 9 | 5 W12x50 14.6 12.2 [121/4/0.370| Ye | 3/16 | 8.08| 88 |0.640| Ye |1.14 [12 5/6/94 | 5% x45 13.1 112.1 [12 [0.335| %6 | 916 | 8.05| 8 0.575| 16 [1.08 [198 | “5/16 V V x40 11.7 [11.9 [12 [0.295| 56 | 36 | 8.01|8 0.515| Ya [1.02 [1% W12x35% | 10.3 [12.5 |121/2/0.300/ 56 | %/%s | 6.56| 62 |0.520| Yz |0.820/1V15 | Ya [10V8| 312 x30" 8.7912.3 [12%/8/0.260| a | Ys | 652/62 [0.440| 7/16 [0.740/1/8 | *a V v x26" 7.6512.2 [121/4/0.230| Ys | Ys | 6.49| 672 [0.380| “/s [0.680/1Y10 | a W12x22" 6.48 12.3 [121/1/0.260| Ya | Ys | 4.03|4 0.425| “/1e [0.725| Mg Ye [10%8| 21/49 x19 5.5712.2 [121/8/0.235| Ya | Ya | 4.01|4 0.350| Ya |0.650| a | Ys x16" 4.71112.0 [12 |0.220| Ya | Ys | 399|4 0.265| Ya [|0.565| Ys] %5 , | x14%% | 4.16/11.9 [117/8/0.200| 9/6 | Ye | 3.97|4 0.225| Ya [0.525| %a | Ys W10x112 | 32.9 [11.4 |1138/0.755| Wa | Se [10.4 [10%.|1.25 |[1V4 [1.75 [115/61 Tal 5 x100 | 29.3 [11.1 |11s/0.680/ "/6| %s [10.3 |10%|1.12 [1% [1.62 [1%/6|1 x88 26.0 (10.8 [107/8|0.605| Sa | 5hs [10.3 | 104 | 0.990|1 1.49 [11/16 | 5/6 xT7 22.7 110.6 [10%|0.530| Ya | Ys [10.2 | 104 [0.870| Ys |1.37 [1% | “s x68 19.9 (10.4 [10%/0.470| Ya | Ye [10.1 [108 |0.770| Ya |1.27 [1/6 | Ye x60 17.7 [10.2 |10'/s|0.420| hs | Y. [10.1 [10 |0.680| "/10|1.18 [18 | "6 x54 | 15.8 [10.1 |10'8/0.370/ “e | %/6 [10.0 [10 [0.615| Ys [1.12 [1% | 6 x49 14.4 10.0 [10 [0.3401 %6 | 316 [10.0 [10 [0.560| “16 |1.06 [1/4 3/16 W10x45 13.3 (10.1 [10'/s/0.350| Ys | %6 | 8.02|8 0.620| Ys [1.12 [1% | “6 |7V2 | 52 39 11.5 | 9.92| 97/2/0.315| %6 | 15 | 799|8 0.5301 Y [1.03 [1% | 6 V v x33 9.71| 9.73| 9%/0.290| 6 | 915 | 7.96| 8 0.435| “M6 |0.935/1V8 | Ya W10x30 8.84/10.5 |10|0.300| *%6 | 96 | 581| 5%, [0.510| Y. [|0.810/1'/8 16 |8/4 | 29/49 x26 7.61110.3 [10%8/0.260| Ya | Ye | 5.77| 5% [0.440| 716 [0.740/1V16 | Ys y v x22" 6.49110.2 [10'/8/0.240| Ya | Ye | 5.75/5%a [0.360| “e [0.660] '/M6| “a W10x19 5.62 10.2 [10'/4/0.250| Ys | Ye | 4.02|4 0.395| Ya [0.695| "o Ye [8% | 21/49 x17% 4.99110.1 [101/9/0.240| Ys | Ys | 4.01|4 0.330| */16 |0.630| e | Ys x15% 4.41| 9.99/10 [0.230| Ya | Ys | 4.00/4 0.270| Ya [0.5701 “Ao Ys , | x120 3.54| 9.87| 9/3/0.190| %6 | Ys | 3.96|4 0.210| 16 [0.510] a | Yo * Shapa is slender for compression with £,=50 ki. * Shape excseds compact limit for flexure with fy= 50 ksi. The actual size, combiration and orientation of fastener components should be compared with the geometry of the cross section to ensure compatibilty. Y Shape does not meet the h/4, limit for shear in AISC Specification Section G2.1(a) with A, = 50 ksi.  DIMENSIONS AND PROPERTIES 1-27 Table 1-1 (continued) W-Shapes Properties W12-W10 Compact Torsional om=| Section Axis X-X Axis Y-Y Properties inal | Criteria Ms | ho o] a 1 s|r]z is] r]z J Co IbAt 2% | te | in* | inó | in | in | inó [in3 | in. | in3 | in. | in | ins inó se 7e82|27.0| 475 | 780 | 528] 86.4 | 107 | 214 [251 | 325 [281 [116 | 210 | 3570 s3 | 8soja81 | 425 | 705 | 528| 77.9 | 958 | 19.2 [248 | 291 [279 [11.5 | 158 | 3160 so 61268 | 391 | 642 |518| 71.9 | 563 | 1391.96 | 213 [225 [116 | 1.71 | 1880 45| 7.00|2986 | 348 | 57.7 | 5.:15| 642| 500 |124 [1.95 | 190 [223 [115 | 1.26 | 1650 40) 7.77[88.6 | 307 | 515 | 5.13] 57.0 | 441 | 11.0 [1.94 | 108 [2:21 [11.4 | 0.906 | 1440 3s 631362 | 285 | 455 | 525 51.2 | 245| 7.47 1.54 | 115 [1.79 [120 | 0.741 | 879 30 7atjars | 238 | 385 | 521| 431| 203 | 624152 | 956/1.77 [119 | 0457 | 720 20 8sajaz.z | 204 | 33.4 | 5.17| 372 | 173 | 534151 | 817/1.75 [118 | 0300 | 607 22 474418 | 156 | 254 | 491| 293 | 466| 2.311 0848| 366/1.04 [119 | 0.293 | 164 to 572462 | 130 | 213 | 4.82] 24.7 | 376| 1.88| 0.822| 208| 1.02 [11.9 | 0.180 | 131 16 753)49.4 | 103 | 171 | 467] 201 | 282] 1.41[0773| 226|0.983/11.7 | 0.103 69 14 8s2|54.3 | 886] 14.9 | 4.62| 17.4| 236| 1:19 0.753| 1.90/0.961|11.7 | 0.0704 804 112 417/04 | 716 | 126 | 4.66| 147 | 236 | 453 [268 | 6092 [3.08 [102 | 15.1 6020 100 4.62/11.6 | 623 | 112 | 4.60 130 |207 | 400 |265 | 61.0 [3.04 10.0 | 10.9 5150 88| 5.18/13.0 | 534 | e8s | 4.54| 113 | 179 | 348 [263 | 53.1 [200 | o81| 7.53 | 4330 77 | 586148 | 455 | 859 | 4.49] 97.6 | 154 [30.1 [250 | 459 [2:95 | 9.73| 511 | 3630 68| 6.58/16.7 | 304 | 757 | 4.44| 853 | 134 |26.4 [259 | 40.1 [202 | 963| 3.56 | 3100 60) 7.41(18.7 | 341 | 667 | 4.39] 746 | 116 |23.0 [257 | 350 [2.58 | 9.52| 248 | 2640 s4 815/22 | 303 | 60.0 |4.37| 666 | 103 |206|256 | 313 [285 | o49| 182 | 2320 49 | 8s3|23.1 | 272 | 545 | 4.35| 604 | 934 | 18.7 [2.54 | 283 [2.54 | 9.44| 1.39 | 2070 45 | 647|225 | 248 | 49.1 | 4.32| 549 | 534 | 13,3 [2.01 | 203 [2.27 | 9.48| 1.51 | 1200 39 7ssjz5.0 | 209 | 421 | 4.27| 468 | 450 | 11.3 |1.98 | 172 [224 | 9.39| 0.976 | 902 33 915|271 | 171 | 350 | 4.19] 368 | 366 | 920/1.94 | 140 [220 | 930| 0583 | 791 30 570/205| 170 | 324 | 438| 366| 167 | 5751.37 | 884/1.60 | 999| 0.622 | 414 20 6s6j340 | 144 | 27.9 | 435] 31.3 | 141 | 4.89) 1.36 | 750/1.58 | 9.86| 0.402 | 345 22 7sof36.9 | 118 | 28.2 | 4.27| 260 | 114| 3.97 1.33 | 6:10/1.55 | 9.84| 0.239 | 275 to 5o9|35.4 | o63| 188 | 4.14| 216 | 420] 2:14 0874 335|1.06 | 9.81| 0.233 | 104 17 6os|36.9 | 819] 162 | 4.05] 18.7 | 3:56] 1.78|0.545| 280|1.04 | 9.77| 0.156 85.1 15 71385 | 689] 138 | 395) 160| 289) 145 0810| 230|1.01 | 972| 0:04 68.3 12 ossjac.o | 538] 10.9 | 3.90| 126 | 2:18] 1:10 0,785| 1.74/0.983| 9.66| 0.0547 509 1-23 DIMENSIONS AND PROPERTIES pr kt ke y —i PONY Table 1-1 (continued) e o? W-Shapes =— Dimension: y - . ensions Le] Web Flange Distance Area, | Depth, | . - Work k 101 Shape A d Thickness, | 4, | Width, | Thickness, lr lab ta 2 bi to TkeTKka Gago in? in. in. in. in. in. in. | in. | in | in. in. W8x67 19.7 |9.00| 9 [0.570| %%6| 5416 | 8.28| 84 | 0.935 158 15/16| 5 | 5 x58 17.1 | 8.75| 8%/0.510| Ya Ya 8.22|84 [0.810 1 la x48 14.1 | 8.50| 8/2/0.400| “e | Ns | 811/88 | 0.685 1 | 6 x40 11.7 | 8.25 8/4/0.360| Ya | %s | 8.07| 8/a [0.560 Va 6 x35 10.3 | 8.12| 8/s/0.310| 516 | Ys | 8.02|8 0.495 1/6 | 6 x31 9.13| 8.00| 8 |0.285| %16 | Ys | 8.00| 8 0.435 We | Y W38x28 8.25 8.06| 8 |0.285| %s | Ys | 6.54| 62 | 0.465 x24 7.08| 7.93| 77/8/0.245| “a | Ys | 6.50/62 [0.400 15h Ye |6Vs 4 Ye | Ys | 6 4 We8x21 6.16| 8.28| 8'/4/0.250| Ya | Ye | 5.27|5!4 [0.400 x18 5.26 8.14| 8/9/0.230| Ya | Ys | 5.25|54 [0.330 e | Ns 6/2 | 2/9 Bd Ys | 6/2 | 299 Wex15 4.44| 8,11| 8/s/0.245| la | Ys | 4,02 0.315 x13 3.84 7.99] 8 |0.230| Ya | Ys | 4.00 0.255| 4 1 Ys | 6/2 | 2/42 . 4 x10% | 2.96] 7.89| 7"/s[0.170| 6 | Ye | 3:94|4 0.205 6 6 5 Ya | 9 V V Mho| /2 W6x25 7.34 6.58| 6 0.320| “6 | 16 | 6.08 M0 %s | 4V2 | 32 x20 5.87 6.20| 6/4 0.260/ Ya | Ya | 6.02 x15t 4.43 5.99| 6 |0.230| la | Ys | 5.99 Mg | 0.455' 0.365 0.260 W6x16 4.74| 6.28| 6/4/0.260| Ya | Ys | 4.03|4 0.405 x12 3.55| 6.03| 6 |0.230| Ya | Ya | 4.00|4 0.280 xi 2.68| 5.90| 57/3/0.170| %6 | Ys | 3.94|4 0.215 x8.5 2.52 5.83| 5/3[0.170| Ss | Ye | 394|4 0.195 e | 5 [4/2 | 2/49 W5x19 5.56 5.15| 5/3/0.270| Ys | Ye | 5.03|5 0.430 x16 4.71 5.01| 5 [0.240| Ya | Ye | 5.00|5 0.360 Wax13 3.83 4,16| 4'3|0.280| a | Ye | 4.06|4 0.345 fo] 1/16 | 32 | 23/49 Ya | 76 31 | 2/82 Y | [Ze | 2109 * Shapa is slender for compression with £,=50 ki. * Shape excseds compact limit for flexure with fy= 50 ksi. The actual size, combiration and orientation of fastener components should be compared with the geometry of the cross section to ensure compatibilty.  DIMENSIONS AND PROPERTIES 131 Table 1-2 (continued) M-Shapes Properties p M-SHAPES Compact Torsional Nom Section Axis X-X Axis Y-Y mln Properties me Criteria s | Mo y y c. mla|r]s]r[z 1]s[]r]z Sel ' I/ft_ 2t | te | in%[in3[ in. | in3 | in* | in3 | in. | in3 | in. in. in4 in 12.4 | 8.22[74.8|89.3 [14.2 |4.96/16.5 [2.01 |1.07 | 0.744|1.68 |0.933/12.3 |0.000283/0.0493 [76.0 11.6 | 8.20/74.8|80.3 [12.8 |4.86|15.0 |1.51 |0.864| 0.667| 1.37 |0.852|12.3 |0.000263|0.0414 [57.1 11.8 6.81/62.5/72.2 [12.0 |4.56/14.3 |1.09 |0.709| 0.559|1.15 [0.731/11.8 |0.000355/0.0500 [37.7 10.8 7.30/69.2|66.7 [11.1 |4.58/13.2 1.01 |0.661| 0.564|1.07 |0.732|11.8 [0.000300|0.0393 [35.0 10 9.03|74.7|61.7 [10.3 |4.57/12.2 1.03 |0.636| 0.592|1.02 |0.768|11.8 [0.000240|0.0292 [35.9 9 6.53|58.4|39.0 | 7.79|3.83| 9.22 0.672| 0.500| 0.503|0.809|0.850| 9.79|0.000411/0.0314 [16.1 8 7.39/65.0/34.6 | 6.95/3.82| 8.20 0.593 0.441| 0.500|0.711|0.546| 9.77|0.000328|0.0224 [14.2 7.5 | 7.77/71.0|33.0 | 6:60|3.85| 7.770.562 0.418| 0.503| 0.670|0.546| 9.82 |[0.000289|0.0187 [13.5 6.5 6.03|53.8|18.5 | 4.63|3.11| 5.43 0.376 0.329| 0.443|0.529|0.563| 7.81 |0.000509|0.0184 | 5.73 6.2 6.44/56.5|17.6 | 4.39/3.10| 5.15 0.352 0.308| 0.439|0.495|0.560| 7.82|0.000455|0.0156 | 5.38 4.4 5.39/47.0| 7.23| 2.41|2.36| 2.80 0.180 0.195| 0.372|0.311|0.467| 5.83|0.000707|0.00990| 1.53 3.7 7.75|54.7| 5.96| 2.01/2.34| 2.33 0,173| 0.173| 0.298| 0.273|0.499| 5.79|0.000459|0.00530| 1.45 18.9 6.01/11.2[24.2 | 9.67|2.08/11.1 [8.70 [3.48 | 1.25 [5.33 [1.44 | 4.58|0.00709 [0.313 [45.7 6 11.9 |22.0| 4.72| 2.48|1.64| 2.74 1.47 10.771| 0.915|1.18 |1.04 | 3.64/0.00208 [0.0184 | 4.87 4.08 6.62|26.4| 3.53| 1.77/1.67| 2.00 0.325| 0.289| 0.506| 0.453/0.593/ 383|0.00218 |0.0147 | 1.19 3.45 8.65|33.9| 2.86| 1.43/1.68| 1.60 0.248| 0.221| 0.496| 0.346|0.580| 3.87|0.00148 |0.00820| 0.930 32 8.65/33.9| 286| 1.43|1.68| 1.60 0.248| 0.221| 0.496|0.346|0.580| 3.87|0.00148 [0.00820| 0.930 2.9 8.65/23.6| 1.50| 1.00/1.28| 1.12 0,248| 0.221| 0.521|0,344|0,597| 2.87|0.00275 |0.00790| 0.511 1-32 DIMENSIONS AND PROPERTIES Table 1-3 S-Shapes Dimensions Web Flange Distance Shape ae Der, Thickness, | ty | Width, | Thickness, |, |, [Workable tu 2 br t Gage in? in. in. in. in. in. in. in. sasxrz1 [355 [245 | 24% | 0.800| 110 | 76 | 8.05 8 [109 [11 [2 — | 20% x1068 [31.1 [24,5 | 2412 | 0.620| Ye She | 7.87 | 7/s | 1.09 | 16 |2 2012 4 4 s24100 |29.3 [24.0 | 24 |0.745| Ya | Ys |7.25| 7 | 0.870| e | 1% 20/2| 4 x90 26.5 [240 | 24 [|0.625| Ye | Yes | 7.13 | 7/s | 0.870| e | 1% 20/2| 4 x80 23.5 (24.0 | 24 0.500 | Ya Ya [7.00] 7 0.870| Ys 1% 20V2 4 4 4 S20x96 28.2 [20.3 | 204 | 0.800| “6 | “56 | 7.20 | 7. | 0.920| /s | 1% 164 x86 25.3 [20.3 | 204 | 0.660 | Vis | Ya |7.06| 7 0.920| "6 | 1% 16% S20x75 220 [200 | 20 0.635 | %/a 5/6 | 6.39 | 6% | 0.795| Yi | 1% 16%. | 3199 x66 19.4 [20.0 | 20 0.505 | Ya Ya [6.26 | 6. | 0.795| */6 | 1% ES S18x70 20.5 (18.0 | 18 0.711 | 6 | Ye | 6.25| 6: | 0.691| 1/6 | 1 15 31/29 x54,7 [16.0 [18.0 | 18 0.461 | 756 | Ya | 6.00| 6 0.691| l/s | 1% 15 31/29 S15x50 14.7 [15.0 | 15 0.550 | %s | %/e | 5.64 | 5% | 0.622| Ye | 1% 12/4 | 3129 x429 [12.6 [15.0 | 15 0.411| 76 | Ya |5.50| 52 | 0.622| Ye | 1% 124 | 322 S12x50 147 [120 | 12 0.687 | Vis | Ya | 5.48 | 5 | 0.659| is | 17/56 9 | 39 x40.8 |11.9 [120 | 12 0.462 | 756 | Ya | 5.25| 5. | 0.659| 1/6 | 1756 9/8 39 S12x35 10.2 [12.0 [| 12 0.428 | "6 | Ya |5.08| SV | 0.544] Ye | 1%6 9 | 39 31.8 9.31/120 | 12 0.350 | e Ys | 5.00 | 5 0.544 | Ye | 1%%6 9 39 S10x35 10.3 [10,0 [| 10 0.594 | 5 She | 4.94 | 5 0.491| Ya 1 Tila | 23/49 x25.4 7.45|10.0 | 10 0.311|% | Ns | 4.66 | 4% | 0.491| Ya 1 Ta | 219 S8x23 6.76| 8.00| 8 0.441 | 756 | Ya | 417| 4 [0.425] 6 |1 6 21/49 x18.4 5.40| 8,00 0.271| Ya Ye [| 4.00| 4 0.425| e |1 6 21/49 S6x17.25 | 5.05| 6,00 x125 3.56| 6.00 0.465| 6 | Ya | 3.57 | 3%, | 0.359| Ye | 4] — 0.232 | Ya Ye [3.33| 3% | 0.359| Ye Yi | 4] — S5x10 2.93| 5,00 0.214| %0 | Ye | 3.00| 3 0.326| Yi 34 3 x77 226| 400 0.193|%%6 | Ya |266| 2%/s | 0.293| Yi Sa 2M| — S3x7.5 2.20| 3,00 x5.7 1.66| 3,00 0.349 | a Ys | 2.51 | 2/2 | 0.260| Ya 5/8 W| — 8 6 6 5 S4x9.5 2.79| 4.00| 4 0.326| 6 | Ys | 2.80 | 2% | 0.293| 16 la 2 = 4 3 3 0.170| 6 | Ye | 2.33| 2%/s | 0.260| Ya e Wa| — %The actual size, combination and orientation of fastener components should be compared with the geometry of the cross section to ensure compatibility. — Indicates flange is too narrow to establish a workable gage.  DIMENSIONS AND PROPERTIES 1-33 Table 1-3 (continued) S-Shapes Properties S-SHAPES Compact Torsional Nom- | Section Axis X-X Axis Y-Y Properties inal pelado ts | ho Criteria Wi y Cu a] on | 1 s]|riz pis]r]z IbAt | 2tr | tu in.4 inó_| in. in3 in% | inS | in. | in3 | in. | in in+ in.£ 121 3.569|25.9 |3160 [258 9.43|306 [830 (20.6 [1.53 [36.3 [1.94 [234 [128 11400 106 [3.81|334 |2940 [240 9.71|279 [768 (19.5 |1.57 [33.4 |1.93 [23,4 [10.1 10500 100 [4.16|27.8 |2380 [199 9.01[239 [474 (13.1 [1.27 [24.0 [1.66 [231 | 7.59 | 6350 90 |4.09|33.1 |2250 [187 921/1222 [447 (1125 [1.30 [224 [1.66 [23,1 | 6.05 5980 80 4.02|41.4 |2100 175 9,47 |204 420 [12.0 |1.24 [20.8 |1.67 [23,1 | 4.89 5620 96 3.91|21.1 |1670 165 7.71|198 499 [139 [1.33 [249 |1.71 [194 | 8.40 4690 86 |3.84|256 [1570 [155 7.89/183 [466 (132 [1.36 [23.1 (1.71 [19.4 | 6.65 4370 75 4.02|26.6 |1280 128 7.62 1152 295 9.25 [1.16 [16.7 [1.49 [19.2 | 4.59 2720 66 3.93|33.5 |1190 19 7.83|139 275 8.78 [1.19 [15.4 [1.49 [19.2 | 3.58 2530 70 |452|215 | 923 [103 6.70/124 [240 7.69 |1.08 [14.3 [1.42 [17.3 | 4.10 1800 54.7 |4.34|33.2 | 801 89.0 |7.07|104 [20.7 6.91 [1.14 [121 [1.42 [17.3 | 233 1550 50 4.53|22.7 | 485 64.7 |5.75| 77.0 |15.6 5.53 |1.03 [10.0 [1.32 [144 | 2.12 805 429 [4421304 | 446 | 59.4 |5.95| 692 [143 | 5.19 [1.06 | 9.08 [1.31 [144 | 1:54 | 737 50 |4.16/13.7 | 303 50.6 | 4.55| 609 [15.6 5.69 [1.03 [10.3 |1.32 [11.3 | 2.77 501 40.8 |3.98| 20.6 | 270 45.1 |4.76| 52.7 [135 5.13 [1.06 | 8.86 |1.30 [11.3 | 1.69 433 35 |457|231 | 228 | 381 |4.72| 446 | 984 | 388 [o.e80| 6:80 [1.22 [11.5 | 105 | 323 31.8 |4.60|283 | 217 36.2 |4.83| 418 | 9.33 | 3.73 |1.00 | 6.44 [1.21 [11.5 | 0.878 | 306 35 [5.03|13.4 | 147 29.4 |3.78| 354 | 830 | 3.36 [0.899| 6.19 |1.16 | 9.51] 1.29 188 254 (4.75/256 | 123 | 246 |4.07| 283 | 673 | 289 [o.950| 4.99 |1.14 | 951| 0.603 | 152 23 [|491/14.1 64,7 | 16.2 |3.09| 192 | 4.27 | 2.05 |0.795| 3.57 [|0.999| 7.58| 0.550 61.2 18.4 |4.71/229 57.5 | 14.4 [3,26| 165 | 369 | 1.84 [0.827| 3.18 [0.985| 7.58| 0.335 52.9 17.25|4.97| 967| 262 | 8.74|228| 105 | 229 | 1.28 [0.673| 2.35 [0.859] 564| 0371 | 182 125 |4.54/19.4 22.0 7.34|2.45| 8.45| 180 | 1.08 |0.702| 1.86 [0.831] 5.64| 0.167 14.3 10 4.61|16.8 123 4.90|2.05| 5.66| 1.19 | 0.795/0.638| 1.37 |0.754| 4.67| 0.114 6.52 9.5 |4.77| 8.33| 6.76| 3.38| 1.56| 4.04| 0.887 0.635/0.564| 1.13 [0.698| 3.71| 0.120 3.05 7.7 |4,54|14.1 6.05| 3.03|1.64| 3.50/ 0.748 0.562|0.576| 0.970/0.676| 3.71] 0.0732 2.57 7.5 |4.83| 5.38 29 1.94/1.15| 235| 0.578| 0.461/0.513| 0.821|0.638| 2.74| 0.0896 1.08 5.7 |4.48|11.0 250| 1.67|1.23| 194| 0.447| 0.383/0.518| 0.656/0.605| 2.74| 0.0433 0,838| 1-36 DIMENSIONS AND PROPERTIES xp EL pe t o Table 1-5 TI a AX , C-Shapes 1 - z do» e Dimensions MZ PNA Web Flange Distance Area, | Depth, s " Average Work- Shape | A ines a ns lr ae | e | o ta 2 bi th Gage m2] in in. in. in. in. in [ in. | in. | in [in C15x50 [14.7 [15.0 | 15 [0.716| 16 | Ye |3.72| 3% | 0.550 Ye | 1/8 |12/8| 2/4 [1.17 [14.4 x40 [11.8 [15.0 | 15|0.520| Ye | Ya |3.52| 3V2 [0.850 | Ys | 176 |12/8| 2 1.15 [14.4 x33.9|10.0 [15.0 | 15 [0.400| Ys | %6 | 3.40| 3% | 0.650 Ye | 17/15 | 12/8| 2 1.13 [14.4 C12x30 | 8.81/12.0 | 12 |0.510| Ya | Ya |3,17| 38 [0.501 | Ya | 18 9%4 | 14 [1.01 [11.5 x25 | 7.24/12.0 | 12 [0.387| Ys | %s | 3.05| 3 0.501 | Ya | 1Ya 9/4 | 1/49 [1.00 [11.5 x20.7| 6.08/12.0 | 12 [0.282| Ns | %6 | 2.94 | 3 0.501 | Ya | 18 9%a | 1/42 [0.983|11.5 C10x30 | 8.81|10.0 | 10 [0.673| /16 | Ye | 3.03| 3 0.436 16 1/49 |0.924| 9.56 x25 | 7.35/10.0 | 10 |0.525| Ya | Ya |2.89| 2/8 | 0.436 | “15 1/49 |0.911| 9.56 x20 | 5.87/10.0 | 10 [0.379| Ys | h6|2.74| 24 | 0.436 16 1/4 [0.894| 9.56 x15.3| 4.48|10.0 | 10 [0.240| Ys | Ys |2.60| 2Ys | 0.436 “16 1/2 [0.868| 9.56 C9x20 5.87| 9.00| 9 |0.448| 7/16 | Ya | 2.65| 2%8 [0.413 16 x15 4.40| 9.00 0.285| 5 | Ys | 249| 2/2 [0.413 7/16 | 1 x13,4 | 3,.94| 9.00 0.233| Y | Ys [2.43| 2% [0.413 “/6 | 1 7 1%81 [0.814| 8.59 1/2 |0.850| 8.59 1%21 [0.825| 8.59 SS 000 C8x18.75| 5.51| 8.00 x13.75| 4.03| 8.00 x11.5 | 3.37| 8.00 C7x14.75| 4.33| 7.00 x12.25| 3.59| 7.00 9.8 2.8/| 1.00 0.487| Ya | Ya |2.53| 2/2 [0.390 Ye 1546 | 6/8 | 1/29 [0.800| 7.61 0.303| %s | 6 | 2.34 | 2% | 0.300 | Ya | 1%6| 68 | 18% [0.774| 7.61 0.220| Ya | Ye |2.26| 24 | 0.390 | Ye | "%M6| 68 | 1%8% |0.756| 7.61 0.419| 76 | Ya |2.30| 2V4 | 0.366 | Ye | Ve | 5/4| 1/49 |0.738| 6.63 0.314| 50 | Yo | 2.19 | 2 | 0.366 | Yo | a 54 | 1/49 [0,722| 6.63 0.2101 Y6 | Ye | 2.09| 28 [0.366 Ye 7/8 5/4 | 1/42 [0.698| 6.563 9 9 8 8 8 7 7 1 C6x13 3.82| 6.00| 6 |0.437| 76 | Y |2.16| 28 [0.343 | 6 | %6| 4%Y8| 1%8% [0.689| 5.66 x10.5 | 3.07| 6.001 6 [0.314] %6 | %6 | 2.03 | 2 0.343 | Yi6 | 1Y%6| 4Ys| 1/89 [0.669| 5.66 x8.2 2.39 6.001 6|0.200/ %s | a |1.92| 178 [0.343 Ys | /6| 4Y8| 1/8% |0.643| 5.66 5 5 4 4 4 4 3 3 3 3 059 2.64| 5.00 x6.7 1.97| 5.00 0.325| %s | %s | 1.89| 178 [0.320 Ys | Ya 32 | 1/22 [0.616| 4.68 0.190| 6 | Ys |1.75| 1% | 0.320 | Yo | Ya 3/2 | — |0.584| 4.68 C4x7.25 | 2.13| 4.00 x6.25 | 1.77| 4.00 x5.4 1.58| 4.00 x4.5 1.38| 4.00 0.321| 6 | 6 [1.12 | 1%, [0.296 Ys | Ya 2V2 | 15 0.563| 3./0 0.247| Ya | Ye |1.65| 1% | 0.272 Yo | Ya 22. | — [0.546| 3.73 0.184| Ns | Ye | 1.58| 1% | 0.296 Yi | a 2/2 | — [0.528| 3.70 0.125| Ye | is | 1.58| 1% [0.206 Yi | Ya 2/2 | — |0.524| 3.70 C3x6 1.76| 3.00 x5 1.47| 3.00 x4.1 1.20| 3.00 3.5 1.09| 3.00 0.355| Ys | 346 | 1.60| 1% | 0.273 Ya Mis | 18 | — [0.519| 2.73 0.258| 4 | Ys | 1.50| 12 [0.273 | Ya "hs | 178 | — [0.496| 2.73 0.170|%s | Ye |1.41| 1% |0.273| Ya | WMs| 1% | — |0.469| 2.73 0.132| Ye | 6 | 1.37| 1% [0.273 Ya Who | 18 | — [0.456| 2.73 9 The actual size, combination and orientation of fastener components should be compared with the geometry of the cross section to ensure compatibility. — Indicates flango is too narrow to establish a workable gago.  DIMENSIONS AND PROPERTIES 137 Table 1-5 (continued) C-Shapes Properties C-SHAPES e Torsional Properties Nom- [Shar Axis X-X Axis Y-Y inal | Ct, lez r “w elrTsIr]z|1]is]rixlzI[» A lb/ft in. | in* ]in¿ [im | in2] in in | in. | in. [m2] im. | m4] nó [in so 0583[404 [53.8 [524/685 [110 3.77 |0.865/0.790|8.14 [0.490 265 [492 — |5.49| 0.937 40 O767|348 [46.5 [543|575 | 9.17 3.84 |0.883|0.778|6.84 | 0.892 1.45 [410 — |5.71| 0.927 33.9 0.896/315 [42.0 |5.61/50.8 | 8.07 3.09 | 0.901|0.788|6.19 |0.332|1.01 |358 5.94 | 0.920 30 O6t8li62 [27.0 [420|338 | 512 2.05 |0.752|0.674|4.32 [0.367 0.861 [151 — |4.54| 0.919 25 0.746|144 24,0 [4.43/29.4 | 4,45 1.87 [0.779| 0.674/3.82 [0.306| 0.538 | 130 4.72| 0.909 20.7 087o|128 [21.5 |[461|256 | 386 1.72 |0.797|0.698|3.47 |0.253| 0.369 [112 — |4.98| 0.899 30 O368l103 [20.7 [3.43|267 | 393 1.65 | 0.658| 0.649 3.78 |0.441|1.22 | 79.5 |3.63| 0.921 25 /0494| 911 [18.2 [352|23.1 | 334 1.47 |0.675|0.617|3.18 |0.367| 0.687 | 68.3. | 3.76| 0.912 20 /0636| 78.9 [15.8 [3.67|19.4 | 280 1.31 |0.690|0.606|2.70 [0.2041 0.368 | 56.9 |3.93| 0.900 15.3 0,796| 67.3 (13.5 |[3.88/159 | 2.27 1.15 |0.711|0.634|2.34 |0,224/0.209 | 45.5 |4.19| 0.884 20 0515 609 [13.5 [322|169 | 241 1.17 | 0.640 0.583/2.46 |0.326| 0.427 | 39.4 |3.46| 0.899 15 0681| 510 [113 [340/136 | 191 1.01 [0.659| 0.586/2.04 [0.245| 0.208 | 31.0 [|3.69| 0.882 13.4 0,742| 47.8 [10.6 |3.48/126 | 1.75 0.954| 0.666| 0.601|1.94 |0.219/0.168 | 28.2 |3.79| 0.875 18.75 0.431| 43.9 (11.0 |[2.82/139 | 1.97 1.01 |0.598| 0.565/2.17 |0.344/0.434 | 25.1 3.05 | 0.894 13.75 0.604| 36.1 | 9.02|299| 11.0 | 152 0.848 0.613|0,554|1.73 [0.252 0.186 | 19.2 |3.26| 0.874 11.5 0697| 32.5 | 8.14[3.11| 9.63| 131 10.775] 0.623|0.572|1.57 [0.211 0.130 | 16.5 | 3.41| 0.852 14.75 0441| 27.2 | 7.78|251| 9.75| 137 0.772 0.551|0.532|1.63 |0.309| 0.267 | 13.1 |2.75|0.875 12.25 0.538| 24.2 | 6:.02|259| 8.46| 1.16 0.606 0.558|0,525|1.42 0.257 0.161 | 11.2 |2.86| 0.852 9.8 0.64/| 21.2 | 6.0/12./2| 7/.19| 0.95/ 0.61/| 0.5/8| 0.541|1.26 | 0.205/ 0.0996| 9.15 | 3.02 | 0.845 13 /0380| 17.3 | 5.78|2.13| 729] 1.05 0.638 0.524/0.514/1.35 [0.318 0.237 | 7.19 | 2,37| 0.858 10.5 /0.486| 15.1 | 5.04|2.22| 6.18| 0.860 0.561| 0.529| 0.500|1.14 | 0.256| 0,128 5.91 | 2.48 | 0.842 8.2 0599| 13.1 | 4,35/2.34| 5.16| 0.687 0.488|0.536| 0.512|0.987| 0.199] 0.0736 4.70 | 2.65 0.824 9 0.427| £8.89| 3.56/184| 439| 0.624 0,444| 0.486| 0.478|0.913| 0.264| 0.109 293 |2.10| 0.815 6.7 0552| 7.48| 2.99|1.95| 3:55| 0.470 0.372| 0.489| 0.484| 0.757| 0.215] 0.0549] 2.22 | 2.26 0.790 1.25 0.386| 4.58| 2.29/1.4/| 284| 0.425 0.33/| 0.44/| 0.459| 0.695| 0.266| 0.081/| 1.24 [| 1./5| 0./6/ 6.25 0.434| 4.00| 2.00|1.50| 2.43| 0.345 0.284|0.441|0.435| 0.569| 0.221| 0.0487| 1.03 |1.79| 0.764 5.4 0501| 385| 1.92|1.56| 229| 0.312 0.277| 0.444| 0.457|0.565| 0.231| 0.0399] 0.921| 1.88 0.742 4.5 /0.587| 3.65| 1.83|1.63| 2.12| 0.289 0.265| 0.457| 0.493|0.531| 0,321/0.0322| 0.871| 2.01 | 0.710 6 0.322| 2.07| 1.38/1.09| 1.74| 0,300 0.263| 0.413| 0.455/0.543| 0.294| 0.0725] 0.462| 1.40| 0.690 5 0392| 185| 1.23/1.12| 152| 0.241 0.228| 0.405| 0.438| 0.464| 0.245| 0.0425| 0.379| 1.45 0.673 4.1 0.461| 1.65| 1.10|1.18| 1.32| 0.191 0.196| 0.398| 0.437| 0.30| 0.262| 0.0269] 0.307| 1.53| 0.655 3.5 0493| 157| 1.04/1.20| 1.24| 0.169 0.182| 0.394| 0.443| 0.364| 0.296] 0.0226] 0.276| 1.57 0.646 1-38 DIMENSIONS AND PROPERTIES gy EL je 4 ' y Table 1-6 A ES , MC-Shapes ! s : do» br Dimensions MZ PNA Web Flange Distance Area, | Depth, | : Average Work- Shapo A q > [Triokness, | ta | Width, | prado, [| Moe | de | o tu 2 bs t Gago m2 [im in [im.[ in in. in | in. | in. | in | in. MC18x58 17.1 [18.0 [18 |0.700| 1/16 | Ye | 4.20 | 4/4 |0.625| Ye [176 [158 | 2/2 [1.35 [17.4 x51.9 153 |18.0 [18 |0.600| Ya |%s| 4.10 | 4s [0.625 | Ye [176 1.35 [17.4 x45.8 13.5 |18.0 |18[0.500| 2 | Ys |4.00|4 |0.625| Y [1716 | | 1.34 [17.4 x427 126 |18.0 |18 [0.450] 7/6 | Ya |3.05|4 [|0.625|%2 [1716 1.34 [17.4 MC13x50 147 [12.0 [13 [0.787|/0|7/h6| 4.41 | 4%/ | 0.610 | a [1716 |10Vs | 2/2 [1.41 [12.4 x40 11.7 [13.0 [13 |0.560| 5 [%6| 4.19 | 4/e [0.610 | Ye [176 1.38 [12.4 x35 10.3 [13.0 [13 |0.447| 7/16 | Ya | 4.07 | 48 [0.610 | Ye [176 , | 1.35 [12.4 x318 9.35|13.0 [13 |0.375| Ya [Y6|4.00|4 [0.610|% [176 1.34 [12.4 MC12x50 147 [12.0 [12 |0.835| /:6| 7/16 | 4.14 4Ye [0.700 | 1/16 [1%/16 | 9s | 22 [1.87 [11.3 x45 132 [12.0 [12 |0.710|"/6|Ye | 4.01 4 [0.700 |" [1% | 1.35 [11.3 x40 118 [12.0 [12 |0.590| 15 | %6| 3.89 | 3//% | 0.700 | "/16 [1%/16 1.33 [11.3 x35 10.3 [12.0 [12 |0.465| 10 | Ya | 3.77 | 33/: | 0.700 | 1/16 [15/16 1.30 [11.3 x31 9.12|12.0 [12 |0.370| Ye |*%6| 3.67 | 3/8 | 0.700 | "/16 [19/16 2 (1.28 [11.3 MC12x14.3 4.18/12.0 [12 [|0.250| Ya |Ye [2.12 2/e/0.313| %6 | Ya [102 | 1/42 |0.672|11.7 MC12x10.6 3.10|12.0 [12/|0.190| 6 | Ve | 1.50 1/2 [0.309 |%s | Ya [10/2| — [0.478|11.7 MC10x41.1 121 [10.0 |10/0.796| /:6| 7/6 | 4.32 | 4/s 0.575 | Ys |1%6 | 7% | 2/2 [1.44 | 9.43 x33.6 9.87|10.0 [10 |0.575| 6 |%6| 4.10 | 4/8 |0.575| %6 [1%/6 | 7% | 2/22 [1.40 | 9.43 x28.5 8.37|10.0 [10 |0.425| 7/10 | Ya |3.95|4 |0.575|%06 [1%/6 | 7% | 2/21 [1.35 | 9.43 MC10x25 7.34|10.0 [10 |0.380| Ye |%6| 3.41 |3Y8 |0.575| %6 [1%6 | 7/8 | 2% [1.17 | 9.43 x22 6.45/10.0 [10 |0.290| 56 |6| 3.32 3% | 0.575 | %6 [1356 | 7/8 | 2% [1.14 | 9.43 MC10x8.4% 2.46|10.0 [10 |0.170| Ys | Ye |1.50|1/2|0.280| Ya | Y | 8/2 | — [0.486| 9.72 x6.5* 1.95|10.0 [10 /0.152| Ye || 1.17 | 1 [0.202 |%%6 | 6 | 8 | — [0.363| 9.80 MC9x25.4 7.47| 9.00 | 9|0.450| 7/16 | Ya | 3.50 |3/2 |0.550| %6 [1% | 6/2 | 2% [1.20 | 8.45 23.9 7.02 | 2.00| 9|0.400| Ys | Y6| 3.45 | 3/2 [0.550 | Y6 |[11s 6% | 29% [1:18 | 8.45 MC8x22.8 6.70| 8.00 x21.4 6.28| 8.00 0,427 | /16 | Ya | 3.50 3/2 |0.525| Y2 [1%6 | 58 | 2% [1.20 | 7.48 0.375| Ya |Y6| 3.45 3/2 [0.525 | Ya [196 | 5% | 29 [1,18 | 7.48 0,400 | Ya [Y6|3.03,3 [0.500 | Ya [11e 5% | 29 [1.03 | 7.50 0,353| Ye [16| 2.988 3 [0.500 | Y2 [1%8 | 22 [1.02 | 7.50 MC8x20 5.87| 8.00 x18.7 5.50| 8.00 > o» o MC8x8.5 250| 8.00 0.179|Y16 | Ve | 1.87 | 1/8 |0.311|%6 | 'Yi5| 6% | 1/82 [0.624| 7.69 < Shape is slender for compression with F, - 36 ksi, 9 The actual size, combination and orientation of fastener components should be compared with the geometry of the cross section lo ensure compatibiiy. — Indicates flange is too narrow to establish a workable gage.  DIMENSIONS AND PROPERTIES 141 Table 1-6 (continued) MC-Shapes Properties MC7-MC3 e Torsional Properties Nom-[Shear| Axis X-X Axis Y-Y inal Ctr, , 2 - ñ "we Ts]Ir]z[| 1 s]Trixiz]o O lb/ft in. | inó | in2 [im] in2[ 0 in2[ im. [ im. im? | in. [ in4] ins in. 227 101 | 474 [135 [267/164 | 724 283 [1.04 [1.04 538 [0.477 [0625 | 583 [3.53|0.659 t01 115 | 431 [123 [277/145 | 606 255 [1.04 [1.08 4.85 [0.579 [o.407 | 493 [3.70|0.688 18 117 | 297 | os9[237|11.7 | 568 247 [105 |1.12 4.68 [0.644 [o.379 | 346 [3.46/0.563 153 116 | 253 | 8.44/238| 991| 491 201 [1.05 [1.05 3.85 [0.511 [o.223 | 30.0 [3.41|0.579 163 0930| 260 | 8e.66|233|104 | 377 182 [0887|0927 3.47 [0.465 [o336 | 221 [3.11|0.643 15.1 0.982| 24.9 | 8.30|2.37| 9.83| 3.46 1.73 |0.883|0.940 3.30 [0.543 [0.285 20.5 [|3.18|0.634 12 0725| 187 | 6.24[230| 7.47| 185 103 [0.724/0.704 1.97 [0.294 [o:155 | 113 [280|0.740 7 /0583| 11.4 | 3.81[234| 4,50| 0.603 0439|0.537/0.501 0.865 0.174 [0.0464| 4.00 |2.63|0.880| 6.5 0.612| 11.0 | 3.66|2.38| 4.28| 0.565 0,422[0.539| 0.513! 0.836|0.191 [0.0412 3.75 [2.68 [0.824 133 0.643| 8.85| 4.43/148| 553| 2:13 129 [0.727|0.849 2.40 [0.508 [o373 | 4.84 [2.23|0.550 7.1 0574| 2.72| 181|1.14| 224| 0.666 0518|0.562| 0.653, 0.998 0.414 [0.0928] 0.915|1.76|0.516| 142 DIMENSIONS AND PROPERTIES Table 1-7 Angles Properties Axis X-X Flexural-Torsional Properti Kk | wi | Area, - — Shape A 1 s r y z Y J Cm To in. | Ib/ft | in? | in4 in. 3 in. in. in? in. in. + in.£ in. L8x8x1Ys | 1/4 [569 [168 [98.1 [175 [241 [240 [316 |1.05 [7.13 325 4.29 xl 1% [510 [151 [891 [158 |243 [236 [285 |0.944|5.08 23.4 4.32 Xle [1% |450 [133 [79.7 [140 [245 |231 [253 0.831 | 3.46 16.1 4.36 xl [1% |389 [115 [699 [122 [246 |226 [220 0.719|2.21 10.4 4.39 xa [1/4 [32.7 | 9.69 [59.6 [103 |248 |2.21 |186 | 0.606|1.30 6.16 4.42 Xi | 1% [296 | 8.77 [54.2 933 [249 |219 [168 | 0.548|0.961 455 4.43 xl |1/8 |26.4 | 7.84 [48,8 8.36 [249 |2.17 [151 0.490 | 0.683 3.23 4.45 L8x6x1 We |442 [131 [80.9 [151 [249 [265 [273 [1.45 [4.34 [163 3.88 xle [1% [391 [115 [724 [134 [250 |260 [243 1.43 | 2.96 113 3.92 Xla | 1 [338 | 9.99 [63.5 [11.7 [252 |255 [21.1 1.34 |1.90 7.28 3.95 xs [1 [285 | 8.41 [54.2 986 [254 [250 [179 |1.27 [1.12 4.33 3.98 Xe | 1/16 [25.7 | 7.61 [49.4 89 [255 [248 [162 |1.24 [0.823 | 3,20 3.99 xl 1 23.0 | 680 [44.4 801 [255 |246 |146 |120 [0.584 228 4.01 xihe | 'h6|20.2 | 5.99 [39,3 7.06 [256 |243 |129 |1.15 [0.396 1.55 4.02 L8x4x1 Ye [37.4 [111 [69.7 [140 [251 [303 |243 |2.45 |3.68 129 3.75 xile [1% [33.1 | 9.79 [626 [125 |253 [299 [21.7 [241 [251 8,89 3.78 la [1 [28.7 | 849 [550 [109 (255 [294 |189 [2.34 [1.61 5.75 3.80 xa |1V8 |242 | 7.16 [47.0 9.20 [256 |289 [16.1 2.27 (0.955 3.42 3.83 xh6 | 1/5 |21.9 | 6.49 [42.9 8.34 [257 |286 |146 |2.23 [0.704 253 3.84 xl 1 19.6 | 580 [38.6 748 [258 |284 [131 [220 [0.501 1.80 3.86 xhe | '/6|17.2 | 511 [34.2 659 [259 [281 [116 [2.16 [0.340 | 1,22 3.87 Lixaxé/a | 1/a [26.2 | 7.74 [37.8 839 [221 |250 |148 1.84 | 1.47 3,97 3.31 xs [1% [221 | 6,50 [324 712 [223 |245 [125 |1.80 [0.868 | 2,37 3.34 xl 1 17.9 | 5.26 [26.6 5.79 [2.25 |240 [102 1.74 |0.456 1.25 3.37 xhe | /6|15.7 | 4.63 [23.6 511 [226 |238 903 | 1.71 (0.310 0.851 3.38 le 7/s [13.6 | 4.00 [20.5 442 [227 [2.35 7.81 | 1.67 [0.198 | 0.544 3.40 L6xex1 Y [37.4 [110 [35.4 855 [1./9 |186 |154 | 0.91//| 3.68 9,24 3.18 xlle [1% [33.1 | 9.75 [31.9 761 [181 |181 [137 |0.813|2.51 641 3.21 la | 1 [28.7 | 8:46 [28.1 6.64 [1.82 |1.77 [119 |0.705|1.61 4.17 3.24 xa | 1/8 [242 | 7.13 [24.1 564 [184 [1.72 [10.1 0.594 | 0.955 250 3.28 Xhe | 1/6 |21.9 | 6.45 [22.0 5.12 [1.85 |1.70 9.18 | 0.538 | 0.704 1.85 3.29 xY 1 196 | 577 [19.9 459 [186 [167 822 | 0.481 | 0.501 1,32 3.31 xhe | '6|17.2 | 5.08 [17.6 4.06 [1.86 [1.65 7.25 |0.423|0.340 | 0.899 3.32 la 7/z [149 | 4.38 [15.4 351 |187 [1.562 6.27 |0.365/0.218 | 0.575 3.34 xhe | H6|12.4 | 3.67 [13,0 295 [1.88 |1.60 5.26 | 0.306 | 0.129 0.338 3.35 Note: For workable gages, refer to Table 1-7A. For compaciness criteria, refer to Table 1-78.  DIMENSIONS AND PROPERTIES 1-43 Table 1-7 (continued) Angles Properties L8-L6 Axis Y-Y Axis Z-Z As Shape 1 Ss r x z Xp 1 s r | Tan [f=36 a Ksi in inó in, in. inó in. in ind in. L8x8x1Vs | 98.1 [17.5 | 241 | 240 | 316 | 105 407 [120 | 156 |1.00 1.00 x1 [8er | 158 | 243 | 236 | 285 | 0.944 |368 [11.0 156 | 1.00 | 1.00 xls [787 [140 | 245 | 231 [253 | 0831 327 [100 |157 |1.00 1.00 xa | 699 [122 2.46 226 | 220 0.719 | 28.5 890 | 157 |1.00 | 1.00 xls | 596 [10.3 2.48 221 | 186 0.605 | 24.2 7.72 | 158 |1.00 | 0.997 ho | 54.2 9.33 | 2.49 219 [168 0.548 | 21.9 7.09 158 1.00 | 0.959 xl | 48.8 8.36 | 2.49 217 (151 0.490 | 19.8 6.44 | 159 [1.00 | 0.912 L8x6x1 38.8 8.92 | 1.72 165 [162 0.819 | 21.3 7.60 | 128 | 0.542 | 1.00 xls | 34.9 7.94 | 1.74 160 [144 0.719 | 18.9 6.71 128 | 0.546 | 1.00 él [308 | 692 | 175 | 156 [125 | 0624 166 | 582 | 129 [0.550 1.00 xls | 26.4 5.88 | 1.77 151 (105 0.526 | 14.1 4.91 129 0.554 | 0,997 xeho | 241 | 534 | 178 | 149 | 952 | 0476 128 | 445 [130 [0.556 0.959 xl | 21.7 4.79 | 1.79 1.46 852 | 0.425 [11.5 3.98 | 1.30 | 0.557 | 0.912 x'h6 | 19.3 4.23 | 1.80 1.44 750 | 0.374 | 10.2 3.51 131 | 0.559 | 0,850 L8x4x1 116 3.94 | 1.03 1.04 773 | 0.694 | 7.83 3.48 | 0844 | 0.247 | 1.00 xls | 10.5 3.51 1.04 0.997 | 6.77 | 0.612 | 6.97 3.06 0.846 | 0.252 | 1.00 Xla 9.37 | 3.07 | 1.05 0.949| 582 | 0.531 | 6.14 265 | 0.850 | 0.257 | 1.00 xl 8.11 2.62 | 1.06 0.902 | 4.86 | 0.448 | 5.24 224 | 0.856 | 0.262 | 0.997 Xeho | 7.44 | 238 | 107 | 0878| 439 | 0406 4.78 | 203 | 0859 | 0.264 | 0.259 xl 6.75 2:15 | 1.08 0.854 | 3:91 0.363 | 4.32 1.82 0.863 | 0.266 | 0.912 x'h6 | 6.03 | 1.90 | 1.09 0.829| 3.42 | 0.319 | 3.84 1.61 0.867 | 0.268 | 0.850 L7x4x%/a 9.00 3.01 1.08 1.00 560 | 0553 | 563 257 0855 | 0,324 | 1.00 xl 7.79 | 256 | 1.10 0.958 | 4:69 | 0.464 | 4.81 2.16 | 0.860 | 0.329 | 1.00 xlz | 648 | 210 | 1:11 | 0910| 377 | 0376 394 | 1.76 | 0866 | 0.334 | 0.965 xh6 | 5.79 1.86 | 1.12 0.8986 | 3.31 0.331 | 3.50 1.55 0.869 | 0.337 | 0.912 xl 5.06 | 1.61 | 1.12 0.861 | 284 | 0.286 | 3.04 1,34 | 0.873 | 0.339 | 0.840 L6x6x1 35,4 8.55 | 1.79 186 | 154 0.917 [149 5.70 117 100 | 1.00 xls | 31.9 7.61 | 1.81 181 [13.7 0.813 | 13.3 5.18 | 1.17 |1.00 | 1.00 Xl | 281 6.64 | 182 177 (119 0.705 | 11.6 463 | 117 |1.00 | 1.00 xls | 24.1 5.64 | 1.84 1.72 (101 0.594 | 9.81 4.04 1.17 1.00 | 1.00 Xh6 | 22.0 5.12 | 1.85 1.70 9.18 | 0.538 | 8.90 3.73 | 118 |1.00 | 1.00 x/2 | 19.9 4.59 | 1.86 1.67 8.22 | 0.481 | 8.06 3.40 | 1.18 |1.00 | 1.00 X'he | 176 | 406 | 186 | 155 | 725 | 0423 705 | 3/05 [1:18 [1.00 | 0.973 xls | 15.4 3.51 1.87 1.62 6.27 | 0.365 | 6.21 2.69 1.19 1.00 | 0.912 xh6 | 13.0 295 | 1.88 1.50 5.26 | 0.305 | 5.20 230 | 1.19 |1.00 | 0.826 Note: For workable gages, refer to Table 1-7A. For compactness criteria, refer to Table 1-78. 1-46 DIMENSIONS AND PROPERTIES Table 1-7 (continued) Angles Properties Axis X-X Flexural-Torsional Area, Properties k We , - = Shape A 1 s r y zZ|Y% y Cm To in. | Ib/ft | in? | in% | in3 in. in. in? in. in. + in.£ in. Lax3/axV2 7/ [119 | 350 | 5.30 | 192 [1.23 [1.24 3.46 | 0.500 | 0.301 0.302 2.03 e 34 | o.10| 268 | 4,15 | 148 [1.25 [1.20 266 |0.427/0.132 | 0,134 2.06 xhe | "s| 7.70| 2.25 | 3.53 | 1.25 [1.25 [1.17 224 | 0.400/0.0782 | 0.0798 | 2.08 xXx 5% | 6.20| 1.82 | 2.89 | 1.01 [126 [1.14 181 | 0.360/0.0412 | 0,0419 [2.09 Laxaxle [1 13.6 | 399 | 6.01 | 228 [1.23 [1.37 4.08 | 0.808 | 0.529 0.472 1.91 xa 7/g [11.1 | 325 | 5.02 | 187 [1.24 [1.32 3.36 | 0.750| 0.281 0,255 1.94 e 3% | 850| 249 | 3.94 | 1.44 [1.26 [1.27 260 |0.680/0.123 | 0,114 1.97 Xhe | "/s| 7.20| 2.09 | 3.36 | 1.22 [1.27 [1.25 2.19 |0.656| 0.0731 | 0.0676 [1.98 xs 5 | 580| 1.69 | 2.75 | 0.988| 1.27 [1.22 1.77 | 0.620|0.0386 | 0.0356 | 1.99 1323 V2x 2 7 [11.1 | 3:25 | 3.63 | 148 [1.05 |1.05 2.66 | 0.464 | 0.281 0.238 1.87 X'he | "/h6| 9.80| 2.89 | 3.25 | 1.32 [1.06 [1.03 236 |0.413/0.192 | 0,164 1.89 o 3% | 850| 250 | 2.86 | 1.15 | 1.07 [1.00 2.06 |0.357|0.123 | 0.106 1.90 Xhe | "hs | 7.20| 2.10 | 2.44 | 0.969 1.08 [0.979 | 1.74 | 0.300/0.0731 | 0.0634 [1.92 xl 5 | 580| 1.70 | 2.00 | 0.787| 1.09 [0.954 | 1.41 | 0.243|0.0386 | 0.0334 |1.93 L3/x3x 2 7/ [10.2 | 3.02 | 3.45 | 145 [107 [1.12 261 |0.480/0.260 | 0.191 1.75 Xhe | hs | 9.10| 267 | 3.10 | 1.29 | 1.08 |1.09 232 | 0.449/0.178 | 0,132 1.76 la 3% | 780 | 2.32 | 2.73 | 1.12 |1.09 [1.07 2.03 | 0.407 | 0.114 0.0858 | 1.78 Xhe | '/s| 6.60| 1.95 | 2.33 | 0.951| 1.09 |1.05 | 1.72 | 0.380/0.0680 | 0.0512 [1.79 Va 5/ | 540| 1.58 | 1.92 | 0.773/ 1.10 [1.02 1.39 | 0.340|0.0360 | 0.0270 [1.80 13/2202 7 | 9.40 | 2.77 | 3.24 | 141 [108 |1.20 252 |0.730/0.234 | 0,159 1.56 «le | Y | 720| 2:12 | 256 | 109 11.10 [1.15 | 196 | 0.673|0.103 | 0.0714 |1.69 xhe | "hs| 6.:10| 1.79 | 2.20 | 0.925/1.11 [1.13 1.67 | 0.636/0.0611 | 0.0426 [1.71 / 5 | 490| 1.45 | 1.81 | 0.753/ 1.12 [1.10 1.36 |0.600|0.0322 | 0.0225 [1.72 L3xax/2 7f | 940| 276 | 220 | 106 | 0895 |0.929 | 191 | 0.460| 0.230 0,144 1.59 xhe | "hs | 8.30| 2.43 | 1.98 | 0.946 0.903 |0.907 | 1.70 | 0.405|0.157 | 0,100 1.60 la 3% | 720| 2:11 | 1.75 | 0825| 0910 [0.884 | 1.48 | 0.352| 0.101 0.0652 [1.52 xhe | "hs| 6.:10| 1.78 | 1.50 | 0.699| 0.918 | 0.860 | 1.26 | 0.297|0.0597 | 0.0390 |1.64 / Se | 490| 1.42 | 1.23 | 0.569| 0.926 [0.835 | 1.02 | 0.240|0.0313 | 0.0208 | 1.85 xo | %s6| 3.71| 1.09 | 0.948| 0.433 0.933 [0.812 | 0.774| 0.182| 0.0136 | 0.00899 | 1.87 L3x2/9/2 7 | 8.50| 2.50 | 2.07 | 1.03 | 0.910 [0.995 | 186 | 0.500| 0.213 0.112 1.46 xihe | B/hs| 760| 222 | 1.87 | 0921/0917 [0.972 | 166 | 0.463|0.146 | 0.0777 [1.48 le %% | 6.60| 1.93 | 1.65 | 0.803| 0.924 [0.949 | 1.45 | 0.427|0.0943 | 0.0507 | 1.49 «he | "hs | 5.60| 1.63 | 1.41 | 0.681 0.932 |0.925 | 1.23 | 0.392| 0.0560 | 0.0304 [1.51 xa Se | 450| 1.32 | 1.16 | 0.555| 0.940 [0.900 | 1.000| 0.360| 0.0296 | 0.0161 [1.52 xhe | | 3.39| 1.00 | 0.899| 0.423| 0.947 |0.874 | 0.761| 0.333| 0.0130 | 0.00705 | 1.54 Note: For workable gages, refer to Table 1-7A. For compaciness criteria, refer to Table 1-78.  DIMENSIONS AND PROPERTIES 1-47 Table 1-7 (continued) Angles Properties L4-L3 Axis Y-Y Axis Z-Z Qs Shape I Ss r Xx z % I Ss r | Tan |F,=36 a Ksi in% | in in. in. in. inf in in. L4x3/2x!/2 3.76 | 150 | 1.04 | 0.994 0.438 | 1.79 1.17 | 0.716 | 0.750 | 1.00 xl 2.96 | 1.16 | 1.05 | 0.947 0.335 | 1.39 0.938 | 0.719 | 0.755 | 1.00 xhs | 252 0.980| 1.06 0.923 0.281 1,16 0.811 | 0.721 | 0.757 | 0.997 xs 2.07 0.794| 1.07 0.897 0.228 | 0.953 | 0.853 | 0.723 | 0.759 | 0.912 Lax3x/s 2.85 1.34 | 0.845 | 0.867 245 | 0.499 | 1.59 1.13 D.631 | 0.534 | 1.00 xl 2.40 | 1.10 | 0.858 | 0.822 1.99 | 0.406 | 1.30 0.927 | 0.633 | 0.542 | 1.00 xl 1.89 | 0.851| 0.873 | 0.775 1.52 | 0.311 | 1.00 0.705 | 0.636 | 0.551 | 1.00 Xhs | 1.62 | 0.721| 0.880 | 0.750 1.28 | 0.261 | 0.849 | 0.591 | 0.638 | 0.554 | 0.997 xl 1.33 0.585| 0.887 | 0.725 1.03 | 0.211 D.692 | 0.476 | 0.639 | 0.558 | 0.912 13123 V2x/2 3.63 1.48 | 1.05 1.05 2.56 | 0.464 | 1.51 1.01 D.679 | 1.00 | 1.00 xihs | 3.25 | 132 | 1.06 | 1.03 2.36 | 0.413 | 1.33 0.920 | 0.681 | 1.00 | 1.00 Sa 2.86 | 1.15 | 1.07 1.00 2.06 | 0.357 | 1.17 0.821 | 0.683 | 1.00 | 1.00 xXh6 | 244 | O969| 1.08 | 0979 174 | 0.300 | 0.984 | 0.714 | 0.685 | 1.00 |1.00 xl 2.00 0.787| 1.09 0.954 1.41 0.243 | 0.802 | 0.598 | 0.688 | 1.00 | 0.965 L3/23x1/2 2.32 1.09 | 0.877 | 0.869 1.97 | 0.431 1,15 0.851 | 0.618 | 0.713 | 1.00 x'hs | 209 | 0.971| 0.885 | 0.846 1.75 | 0.381 | 1.02 0.774 | 0.620 | 0.717 | 1.00 xs 1.84 | 0.847| 0.892 | 0.823 1.52 | 0.331 | 0.894 | 0.692 | 0.622 | 0.720 | 1.00 x'hs | 158 | 0718| 0.900 | 0.798 128 | 0.279 | 0.758 | 0.502 | 0.624 | 0.722 | 1.00 Xx 1.30 0.585| 0.908 | 0.773 1.04 | 0.226 | 0.622 | 0.487 | 0.628 | 0.725 | 0.965 L31/2x2V2x1/2 1.36 | 0.756| 0.701 | 0.701 1.39 | 0.396 | 0.781 | 0.649 | 0.532 | 0.485 | 1.00 xls 1.09 | 0.589| 0.716 | 0.655 1.07 | 0.303 | 0.609 | 0.496 | 0.535 | 0.495 | 1.00 x3h6 | 0.937| 0.501| 0.723 | 0.632 0.900| 0.256 | 0.518 | 0.419 | 0.538 | 0.500 | 1.00 x!/; | 0.775| 0.410| 0.731 | 0.507 0.728| 0.207 | 0.426 | 0.340 | 0.541 | 0.504 | 0.965 L3x3x1/2 2.20 | 1.06 | 0.895 | 0.929 1.91 | 0.460 | 0.922 | 0.703 | 0.580 | 1.00 | 1.00 x'hs | 1.98 | 0.946| 0.903 | 0.907 1.70 | 0.405 | 0.817 | 0.639 | 0.580 | 1.00 | 1.00 xX/ 175 0825| 0.910 | 0.884 148 | 0.352 | 0,716 | 0.570 | 0.581 | 1.00 | 1.00 xh6 | 1.50 0.699| 0.918 | 0.860 1.26 | 0.297 | 0.606 | 0.496 | 0.583 | 1.00 | 1.00 xl: | 123 | 0569| 0.926 | 0.8365 1.02 | 0.240 | 0.490 | 0.415 | 0.585 | 1.00 |1.00 xs | 0.948| 0.433| 0.933 | 0.812 0.774 | 0.182 | 0.373 | 0.326 | 0.586 | 1.00 | 0.912 13x2V2x1/2 1.29 | 0.736| 0.718 | 0.746 1.34 | 0.417 | 0.665 | 0.568 | 0.516 | 0.666 | 1.00 xhs | 1.17 0.656| 0.724 | 0.724 1:19 | 0.370 | 0.594 | 0.517 | 0.516 | 0.671 | 1.00 xl 1.03 0.573| 0.731 | 0.701 1.03 | 0.322 | 0.514 | 0.463 | 0.517 | 0.675 | 1.00 xóhs | 0.888| 0.487| 0.739 | 0.677 0.873| 0.272 | 0.435 | 0.404 | 0.518 | 0.679 | 1.00 x/ 0.734| 0.397| 0.746 | 0.653 0.707 | 0.220 | 0.355 | 0.327 | 0.520 | 0.683 | 1.00 Xhs | 0.568| 0.303| 0.753 | 0.627 0.536| 0.167 | 0.271 | 0.247 | 0.521 | 0.687 | 0.912 Note: For workable gages, refer to Table 1-7A. For compactness criteria, refer to Table 1-7B. 1-43 DIMENSIONS AND PROPERTIES Table 1-7 (continued) Angles Properties Axis X-X Flexural-Torsional Area, Properties k We , - = Shape A 1 s r y z Y J Cm To in. | Ib/ft | in? | in% | in3 in. in. in? in. in. + in.£ in. L3x2x/2 hs | 7.70| 2.26 | 1.92 | 1.00 [0922 [1.08 1.78 |0.740/0.192 | 0.0908 [1.39 e 3/6 | 5.90| 1.75 | 1.54 | 0.779| 0.937 |1.03 1.39 | 0.667|0.0855 | 0.0413 [1.42 xhe fe | 5.00| 1.48 | 1.32 | 0.662| 0.945 [1.01 1.19 | 0.632 | 0.0510 | 0.0248 | 1.43 xXx %s| 4.10| 1.20 | 1.09 | 0.541| 0.953 [0.980 | 0.969| 0.600| 0.0270 | 0.0132 |1.45 he Ye | 3.07 | 0.917| 0.847| 0.414| 0.961 |0.952 | 0.743| 0.555 | 0.0119 | 0.00576 | 1.46 12/22 V2d/2 3% | 770| 226 | 1.22 | 0.716| 0.735 [0.803 | 1.29 | 0.452/0.188 | 0.0791 |1.30 e 5 | 590| 1.73 | 0.972| 0.558| 0.749 [0.758 | 1.01 | 0.346|0.0833 | 0.0362 | 1.33 Xhe | %s| 5.00| 1.46 | 0.837| 0.474| 0.756 |0.735 | 0.853| 0.292 | 0.0495 | 0.0218 [1.35 xs Y | 4,10| 1.19 | 0.692| 0.387| 0.764 |0.711 | 0.695| 0.238|0.0261 | 0.0116 | 1.36 xhe 7h6 | 3.07 | 0.901| 0.535| 0.295 0.771 |0.587 | 0.529| 0.180|0.0114 | 0,00510 | 1.38 12/28 fe | 530| 1.55 | 0.914| 0.546| 0.766 | 0.826 | 0.982| 0.433 0.0746 | 0.0268 |1.22 xóho | %o| 450| 1.32 | 0.790| 0.465| 0.774 |0.803 | 0.839| 0.388 | 0.0444 | 0.0162 [1.23 7 Ye | 362| 1.07 | 0.656| 0.381| 0.782 |0.779 | 0.688| 0.360 | 0.0235 | 0.00868 | 1.25 he 7h6 | 2.75| 0.818| 0.511| 0.293| 0.790 |0.754 | 0.529| 0.319|0.0103 | 0.00382 | 1.26 12/2110 Va Y. | 3.19| 0.947| 0.594| 0.364| 0.792 |0.866 | 0.644| 0.606 | 0.0209 | 0.00694 | 1.19 he 7h6 | 2.44 | 0.724| 0.464| 0.280| 0.801 |0.839 | 0.497| 0.589 | 0.00921| 0.00306 | 1.20 Laa 5 | 470| 1.37 | 0.476| 0.348| 0.591 [0.632 | 0.629| 0.343| 0.0658 | 0.0174 [1.05 xhe %6| 3.92 | 1.16 | 0.414| 0.298| 0.598 | 0.609 | 0.537| 0.290| 0.0393 | 0.0106 |1.06 xa Y | 3:19| 0.944| 0.346| 0.244| 0.605 [0.588 | 0.440| 0.236 | 0.0209 | 0.00572 | 1.08 he 7h6 | 2.44 | 0.722| 0.271| 0.188| 0.612 |0.561 | 0.338| 0.181 | 0.00921| 0.00254 | 1.09 xVe | Y | 1.65| 0.491| 0.189| 0.129 0.620 [0.534 | 0.230| 0.123 | 0.00293| 0.000789| 1.10 Table 1-7A Workable Gages in Angle Legs, in. - 9 |teg]s|7|6|5|s 3] a 2] 2 |1% 1% )|10|1%)| + iy lg jar a fav] [2] 2 [1% 1% | 1% 1 7 | o | 3% | o "la [(3 22m 2 a ga a 321 Noto: Other gagos ere permitted to suit specific requirements subject to clearances and edge distance limitetions. DIMENSIONS AND PROPERTIES 1551 Table 1-8 (continued) WT-Shapes Properties WT22-WT2 Compact a Torsional Nom- | Section Axis X-X Axis Y-Y | Properties e Criteria y : Unlal|r]s r]y]|z]w|51]s]r]iz dd 2 " Mort] 2 | te [in [02 im | in | in | ino | in | im | in | in? nó | in 167.5 | 4,50 | 21.4 | 2170 [131 | 6.63 | 5.53 | 234 [1,54 | 600 | 75,2|349|118 | 0.824 | 37,2 | 43 145 [5.02 |25.2| 1830 [111 6.54 | 5,26 | 196 [1.35 | 521 | 65.9|349|102 | 0.630 | 254 | 27! 131 5.57 | 27.6 | 1640 | 994 6.53 | 5.19 | 176 |1.22 | 462 58.6 | 347 | 90.9| 0.525 | 18.6 20 115 | 6.45 | 30.3 | 1440 | 886 6.53 | 5.17 | 157 [1.07 | 398 | 50.5[343| 783| 0.436 | 12.4 | 13 296.5 | 2.58 | 12.0 | 3310 |209 6.16| 5.66 | 379 [2.61 [1260 [151 [|380|240 | 1.00 | 221 234 251.5| 2.98 | 13.6 | 2730 [174 6.07 | 5.38 | 314 [2.25 [1020 [124 | 3,72 | 197 1.00 | 138 1400 215.5 | 3.44 | 15.4 | 2290 [148 6.01 | 5.18 | 266 [1.95 | 843 [104 [|365|164 | 1.00 | 88.2 | 88 198.5 | 3.66 | 16.8 | 2070 [134 5.96 | 5.03 | 240 [1,81 | 771 95,7 | 363 | 150 | 1.00 70.6 | 67 186 |3.93 | 17.5|1930|126 5.95| 4.98 | 225 [1.70 | 709 | 88.3| 360 [138 | 1.00 57.7 | 55 181 3.99 | 18,1| 1870 |122 5.92| 4.91 | 217 |1.66 | 691 86.3 | 360 | 135 | 0.991 54.2 51 162 | 4.40 | 20.1 | 1650 [108 5.88 | 4.77 | 192 [1.50 | 609 | 76.6| 357 [119 | 0.89 | 39.6 | 36% 148.5 | 4.80 | 21.4 | 1500 | 989 5.87 | 4.71 | 176 [1.38 | 546 | 69.0| 354 [107 | 0.824 | 30.5 | 27 138.5 | 5.03 | 23.9 | 1360 | 88.6 5.78 | 4.50 | 157 |1.29 | 522 65.9 | 358 | 102 | 0.697 | 25.7 21 124.5| 5.55 | 26.3/1210| 794 5.75| 441 | 140 [116 | 463 58.8|355| 908| 0.579 | 19.0 15 107.5 | 6.45 | 30.0 | 1030 | 68.0 5.71 | 4.28 | 120 [1.01 | 398 | 50.5| 354 | 77.8| 0.445 | 12.4 | 10 99.5|7.39|207| 988 | 665 581| 4.47 | 117 [0.929| 347 | 441|345| 682| 0.454 912| £ 19 |2.45|14.6|2270 [153 6.27 | 5.94 | 275 [2.33 | 401 64.9 | 264 [106 | 1.00 85.4 | 7% 165.5 | 2.86 | 16.7 | 1880 [128 6.21 | 5.74 | 231 [2.00 | 322 | 529| 257 | 85.7 | 1.00 52.5 | 48 163.5 | 2.85 | 17.3 | 1840 |125 6,19| 5.66 | 224 [1.98 | 320 52.7| 2.58 | 850| 1.00 51.4 44 147 [3.11 | 19,1 | 1630 [111 6.14 | 5.51 | 199 |1.80 | 281 46.7|255| 75.0| 0.940 | 38.2 32% 139 |331|195|1550/106 —6:14| 551 | 191 [171 | 261 435|252| 699| 0.920 | 324 | 28% 132 |3.45 | 20.8 | 1450 | 992 6.11 | 5.41 | 178 [1.63 | 246 | 41.3|252| 66.0| 0.854 | 279 | 23 1175/|377|239/1260 | 857 6.04 | 517 | 153 [145 | 222 37.3| 254 | 590| 0.697 | 206 15 105.5 | 4.17 | 26.3 | 1120 | 76.7 6.01 | 5.08 | 137 [1.31 | 195 33.0|251| 521| 0.579 | 15.2 a“ 91.5| 4.92 | 30.0 | 955| 65.7 5.98| 4.97 | 117 [1.13 | 165 | 28.0|249| 440| 0.445 | 965| 7 83.5 | 5.76 | 29,7 | 899 | 63,7 6.05| 5.19 | 115 [1.10 | 141 23.9| 240 | 37.8| 0.454 6.99 | 6% 745|7.11[30.3| 815| 59.7 6.10| 5.45 | 108 [1.72 | 114 | 194|229| 309| 0.436 466| 5 1-52 DIMENSIONS AND PROPERTIES Table 1-8 (continued) WT-Shapes Dimensions Stem Flange Distance Shape peas Dor ThicknesS, | ty | py, Wdth, | Thickness, k DA lu 2 br 1 fos | Kar | Gago in? in. in. in. | in? in. in. in | in | in. wriexs26" [06.2 [20.5 | 201 (1.97 |2 140.4 [17.6 [17% 3,54 [310 [4.49 [410] 7% x264,5" [77.8 [19.9 [19 |1.61 [1% | “Noj320 117.2 [1714291 | 2'%/6|3,86 | 4/6 22435) [71,7 [19.7 [19% |1.50 |1V | Ys [205 [17.1 [1710 |268 | 21Mo| 3.63 |4 x2205* [64.9 [19.4 [19% 11.36 [1% | "/6|26.4 [17.0 [17 [244 | 2/6 [3.39 |3/ x197.5* [58.1 [19.2 |191/ [1.22 [1% “e [23.4 (16,8 [16% [2,20 2/6 [3.15 [3/6 x180.5" [53.0 [19.0 [19 [1.12 [18 3/16 [21.3 [16,7 [16% |201 |2 2.96 [36 x165 |48,4 [18.8 | 187 [1,02 |1 2 [19.2 [16,6 [16% |185 | 17 [2.80 | 31/s x151 [44,5 [18,7 [18% 0.945| | Y2 [17.6 [16.7 [16% |168 | 11%6| 2:63 |3 x1410 [415 [18.6 [18% |0.885| Ye | Mo [164 [16.6 [165% [1.57 | 196 [2.52 [2% x131% [38,5 [18.4 |18V|0.840| /6| “/6 [15.5 [16.6 [1612 [1.44 | 17/16 [2.39 | 2/4 x123,5% [36.3 [18.3 | 18%[0.800| | “/6 [14.7 [16.5 [161 [1.35 | 1%. [2.30 [258 21155" [34.1 [18,2 [18% /0.760| Y | Ye [189 [105 [16% |1.20 | 1% [221 [2/0 | Y Wwri8x128" [37.6 [18.7 [18% [0.960| %/%6| Y2 [18.0 [12.2 [12 [1.73 [19% [2.48 [2/8 | 5% x116" [340 [186 [18% [0.870] Ye | e [161 [121 [12% [1.57 | 1% | 2.32 |2/% x105” [30.9 [18.3 |18Y[0.830] /6| “/6 [15,2 [12.2 [128 [1.36 | 1 [2.11 |2%/6 x97* 28.5 [18.2 [181 [0.765] Ya | Ya [14.0 [121 [128 [126 | 1V4 [201 [26 as [268 [18,2 [18 /0.725| Ya | Ye [13.2 [121 [121 [1.18 | 1% |1.93 [28 x850 25.0 [18.1 [181 [0.680| 1/16| Ya [123 [12.0 [12 [1:10 1/8 [1.85 [2 x80" 23.5 [18.0 [18 [0.650| Ys | %6 [11.7 [12.0 [12 [1.02 [1 1.77 [156 x750 22.1 [17.9 [17/ [0.625| “Ye | Ys [11.2 [12.0 [12 [0940| 16|1.69 [178 x67.5%4 [19.9 [17.8 [173% [0.600] %o | %%|10.7 [120 12 [0790] "6/1.54 [150] Y WT16.5x193.5* [57.0 [18.0 |18 [1.26 |11a e [226 (16.2 [16 |2.28 | 2/4 [3.07 [8/6 | 5*2 x177 [521 [17.8 [17%%|1.:16 [196 | Ya [206 [161 [16% [209 | 2/6 [2.88 | 25% x159 [46.8 [17.6 [17% |1.04 [15 | %s [183 [16.0 [16 [189 | 17% |2:68 [2% x145,5" [42.8 [17.4 [172 [0.960| /6| Ya [167 [15.9 [15% |1.73 | 1%% [2.52 |2s x131.,5" [38,7 [17.3 [174 [0.870] Ye | “16 [15.0 [15.8 [15% |1.57 | 1% [2.36 [2/6 x1205" [35.6 [17.1 |17/2[0.830| “/6| '/6 [14.2 [15.9 [158 [1.40 | 1% [2.19 [2/4 x1105" [326 [17.0 [17 [0.775| Ya | Ye [131 [15.8 [15% |1.28 | 1 [2:06 | 2s x100.5" [29.7 [16.8 |167/8 [0.715] 'Yw6| Ye [12.0 [15.7 [15% [1.15 |1/e [1.94 [2 Y < Shape is slender for compression with F,— 50 ksi. » Flange thickness greater than 2 in. Special requirements may apply per AISC Specification Section A3.1c. y Shear sirenglh controlled by buckling effects (Gy < 1.0) will: Fy=50 ksi.  DIMENSIONS AND PROPERTIES 153 Table 1-8 (continued) WT-Shapes Properties WT18-WT16.: Compact a Torsional Nom- | Section Axis X-X Axis Y-Y | Properties e Criteria y _ Unlal|r]s r]y]|z]w|51]s]r]iz dd 2 " Mort] 2 | te [in [02 im | in | in | ino | in | im | in | in? nó | in 326 |248|10.4| 3160 [208 — 574| 535 [383 [273 [1610 [184 |41o|200 | 1.00 | 205 [307% 264,5 | 2.96 | 12.4 | 2440 [164 — 5:60| 4.96 [208 [2.26 [1240 [145 |400|227 | 1.00 [163 [1600 243.5 | 3,19 | 13,1 | 2220 | 150 5.57 | 4.84 [272 [2.10 [1120 [131 3.96 | 206 1.00 | 128 125 220.5 | 3.48 | 14.3 | 1980 [134 — 5:52 | 4.69 [242 [1.91 | 997 [117 [392 |184 | 1.00 | 96 | 912 197.5 | 3.83 | 157 | 1740 [119 547 | 4.53 [213 [1.73 | 877 [104 [388162 | 1.00 | 707 | 65% 1805 | 4,16 | 17.0 | 1570 [107 —543| 4.42 [192 [159 | 786 | o4.0|385|146 | 1.00 | 541 | 49 165 |440|18.4| 1410 | 970 530|430|173 [146 | 711 | 8e55|383|132 | 0.978 | 420 | 37: 151 4.96 | 198 | 1280 | 88.8 5.37 | 4.22 [158 |1.33 | 648 77.8 | 382 | 120 0.905 | 32.1 28: 141 529|210|1190| 826 536| 416 |146 |1.25 | 599 72.2 | 380 |112 0.844 | 26.3 23 131 [|575|219|1110| 775 536| 4:14 [137 [1.16 | 545 | 65.8|376|102 | 0709 | 208 | 182 1285/61 |229|1040 | 733 536| 4:12 |129 [1:10 | 507 | 614|374| 048] 0748 | 173 | 15 115.5| 6.54 | 23,9| 978| 69.1 5.36| 4.10 /122 [1.03 | 470 57.0 | 3,71 | 88.0| 0.697 143 12 128 3.53 | 195|1210| 87.4 5.66 | 4.92 [156 |1.54 | 264 43.2|265| 68.5| 0.920 | 26.4 20: 116 3.86|214|1080 | 785 563| 482 [140 |1.40 | 234 38.6|262| 609| 0.824 197 15 105 |448|220| 085 | 731 565| 4.87 [131 [1.27 | 206 | 33.8|258| 534] 0794 | 139 | 115 o7 | asi |238| o01| 670 562| 480120 [118 | 187 | 309|256| 488| 0702 | 111 | 0% 91 5.12|25.1| 845 | 63.1 5.62 | 4.77 [113 [1.11 174 28.8| 255 | 453| 0.635 9.20 T 85 |547|266| 786 | 589 5:61| 4.73 105 [1.04 | 160 | 266|253| 418| 0.566 | 7:51 | 6% 8o |588|27.7| 740| 558 5:61| 4.74 100 [o.980| 147 | 24.6|250| 386| 0.522 | 6:17 | 5 75 |637|28.6| 698 | 531 5:62| 4.78 | 955|0.923| 135 | 225|247| 354| 0489 | 504 | 4 67.5 |7.56|20,7| 637 | 497 566| 496 | 90.1|1.28 | 113 | 18:9|288| 208| 0454 | 348 | 3: 193.5| 3.55 | 14.3 | 1460 [107 — 5.07 | 4.27 [193 [1.76 | s10 [100 [377|156 | 100 | 739 | 612 17 385|153|1320 | 98 503| 415|174 |162 | 729 90.6 | 374 | 141 1.00 57.1 46 159 4.23 |16.9|1160 | 858 4.99| 4.02 [154 |1.46 | 645 80.7 | 3,71 | 125 1.00 42.1 33: 1455 | 4.50 | 18.1 | 1060 | 783 496| 3.93 |140 [1.35 | 581 | 73.1|368|113 | 0.091 | 325 | 25 181.5|5.03|10.9| 943 | 702 483| 3.03 |125 [1.28 | 517 | 65.5|365|101 | 0900 | 24.3 | 18€ 1205|5.66 | 20.6| 872 | 658 496| 3.84 |116 [1.12 | 466 | 58.8|362| 908| 0.864 | 18.0 | 14 110.5|6.20/|21.9| 799| 608 4.95| 3.81 [107 [1.03 | 420 53.2 | 3,59 | 821| 0.799 13.9 a 1005| 6,85 | 23.5 | 725| 555 4.25| 3.77 | 97.8|0.940| 375 | 47.6|356| 733] 0718 | 104 | 8 DIMENSIONS AND PROPERTIES Table 1-8 (continued) WT-Shapes Dimensions Stem Flange Distance Shape peas Dor Thickness, | 4, | y, | MWiath, | Thiekness, k DA lu 2 br t Kaos | Kacr | Gage in. in. in. | in? in. in. in | in | in. WT13.5x64,5% 13.8 [137/ [0.610] Ys | Yo| 8.43 [10.0 [10 [1,10 |1V8 [1.70 [2 EY x57" 13,6 [13% 10.570| %e | %16 | 7,78 [10.1 [108 [0.930 '%16| 1.53 [119/16 510 13.5 [1312 |0.515| Ve | Ya | 6:98 [10.0 [10 [0830 13|1.43 |1%/ xa7o 13.8 [13,5 [132 [0.490] Yz | Ys | 6.60 [10.0 [10 [0745| Y [1.34 [1% x420 12,4 [13,4 [13% [0.460] Vie | Ya | 6.14 [10.0 [10 [0640 Ye [1.24 [1%s wri2xtes? [54.5 [14.0 [14 [1.52 [1/2 | Y [21.3 (13,7 [13% |272 [2% [93.22 [3% | 5% x167.5'" [49.1 [13.8 |13%/,|1.38 [1% | '/6/19.0 [13.5 [1312 |248 | 2/2 [2.98 |3%s x1537 [44,9 [19.6 |13%|1,26 [174 e [171 [13,4 [13% |228 | 2/4 [2,78 [38 x139.5" [41.0 [13.4 [1391116 [1% | Ys [155 [13,3 [1314 |2.09 | 2/16 [2.59 |3 x125 [36.8 [13,2 [130/1.04 [116 | Yo [13.7 [13.2 [131 |1.89 | 17/ [2.39 | 2% x1145 [33.6 [13.0 [13 [0.960| "/6| Ve [125 [13.1 [1318 [1.73 | 1%/ [2.23 [2/8 x103,5 [30.3 [12.9 [127 |0.870| Ye | “6 [11.2 [13.0 [13 [157 |1%s [2.07 [212 x96 [28.2 [12.7 [12% /0.810| %o| “6 [103 [13.0 [13 [146 | 17/6 |1.96 | 2% x88g [258 [126 [12% |0.750| Ya | Ye | 0.47 [12.9 [127% [1.34 | 156 |1.84 [2% x81 23.9 [12.5 |12/2 [0.705| /6| Ye | 8.81 [13.0 [13 [1.22 | 1/4 [1.72 [218 x730 21.5 [12.4 [12% [0.650] Ya | Ys | 8.04 [12.9 [127/ [1.09 | 11/15 [1.59 [2 65.5 [19.3 [12.2 [12/40.605| Ye | %%6| 7.41 [12.9 [12% [0.960| 1%15|1.46 |17/8 x58.5% [17.2 [121 [12/2[0.550| Ys | Ys | 6.67 112.8 [12%/ |0.850| “e [1.35 [1% x52" 15.3 [12.0 [12 [0.500| Yz | Ya | 6.02 [12.8 [12% |0.750| “Y [1.25 [1% Wwr12x51.5% [151 [12.3 [121% [0.550| Ye | Ns | 6.75 | 9.00| 9 [oss0 1 [1.48 [1% | 5% xa70 13.8 [12.2 [12 [0.515] Ya | Ya | 6.25 | 9.07| 9a[0.875| 7s [1.38 [1% V 420 12.4 [12.1 [12 [0.470| Ya | Ya | 5.66 | 9.02] 9 [0770 Y% |1.27 [116 x38e [112 [12.0 [12 [0440| Vie | Ye | 528 | 899 9 [0680 We|1.:18 [196 | 5192 x340 [10.0 [11.9 [117 |0.415| Ve | Ya | 492 | 8.97] 9 [0585 %s |1.09 [1/2 | 5% WT12x31" 9.11/11.9 [1177 |0.430| e | Ya | 5:10 | 7.04 7 [0590 %s|109 [1% | 3% 27,804 | 8.10/11.8 [119% /0.395| Ye | %s| 4.65 | 7.011 7 [0505 Ya [1.01 [1/6 | 31 * Shape is slender for compression with F,— 50 ksi. ' The actual size, combiration and orientation of fastener components should be compared with the geomety of the cross section lo ensure compalibiily. ' Flange thickness greater than 2 in. Special requirements may apoly per AISC Specification Section A3.10. * Shear strength controlled by buckling effects (C, < 1.0) with A,=50 ksi.  DIMENSIONS AND PROPERTIES 1-57 Table 1-8 (continued) WT-Shapes Properties WT13.5-WT1: Compact a Torsional Nom- | Section Axis X-X Axis Y-Y | Properties e Criteria y _ Unlal|r]s r]y]|z]w|51]s]r]iz dd 2 " Mort] 2 | te [in [02 im | in | in | ino | in | im | in | in? nó | in 645|455 [226 [328 [31.0 413| 3.39 | 551 [0.045| 022 [184 | 221 | 28.8 | 0.763 | 555 | 244 57 |541 [239 [280 [283 4:15| 3.42 | 50.4 |0.832| 793 [158 | 218 | 24.5 | 0.697 | 365 | 174 51 6.03 |26.2 | 258 [253 414 | 3,37 | 45,0 |0.750| 696 |139 |215| 21.7 | 0.583 263 | 124 41 |670|276 [239 [238 4.16| 3.41 | 424 |0.692| 620 [124 | 2:12 | 19.4 | 0.525 | 201 | 10% 42 |7.78|201 [216 [212 4:18| 3.48 | 30.2 [0.621 | 528 [10.6 | 207 | 165 | 0.473 | 140 | 75 185 2.51 | 9.20/779 |74.7 3.78 | 3.57 [140 1.99 |581 85.1 | 3,27 [133 1.00 |100 1553 167.5| 273 |10.0 [686 [663 3.73| 3.42 [123 [182 [513 [759 [323 [119 [100 | 756 (405 153 |294|108 [611 [594 360 | 3,20 11o [167 [460 [586 [320 |107 | 100 | 584 [305 1305 | 3:18 |11.6 [546 [536 3.65| 3.18 | 988 [1,54 [412 [619 |3:17| 263 | 100 | 451 [230 125 3.49 [12.7 |478 [47.2 3.61 | 3.05 | 86.5 |1.39 [362 54.9 | 3,14 | 85.2 | 1.00 33,2 [165 mas|379|135 [431 [422 358| 296|781 [1.28 [326 [49.7 [3:11 | 77.0 | 100 | 255 [125 1085 | 4.14 [148 [382 [383 355| 2.87 | 60.3 [1.17 [280 [44.4 | 308 | 68.5 | 1.00 | 101 [01% 96 4.43 |15.7 [350 [352 3.53| 2.80 | 63.5 |1.09 |265 40.9 | 3.07 | 63.1 | 1.00 15.3 72 88 481|168 [319 [322 351| 274 | 57.8 |1.00 |240 372 | 304 | 57.3 | 1.00 119 554 er |531|177 [203 [208 350| 2.70 | 533 [0921 [221 [342 |305| 525 | 1.00 | 922 | 434 73 [592 [191 [264 [272 350| 266 482 [o.883|105 [303 |30| 465 | 0940 | 670 | 31% 65.5| 6.70 /20.2 [238 |24.8 3.52| 2.65 | 43.9 [0.750 |170 26.5 | 2.97 | 40.7 | 0.885 4.74 | 23; 585 |7.53 [220 [212 [223 351 | 262 | 30.2 |0.672|149 [282 | 294 | 85.7 | 0.794 | 335 | 16 se |850|240 [189 [200 351 | 259 | 351 [0.600 [130 [203 | 291 | $12 | 0.692 | 235 | 114 51.5| 4.59 |224 [204 |22.0 3.67 | 3.01 | 39,2 [0.841 | 59.7 [13.3 | 1.99 | 20.7 | 0.773 3.53 | 12 47 |518|237 [185 [203 367| 299 | 361 |0764| 545 [120 |198 | 187 | 0.707 | 262 | 9! 42 |586|257 [166 [183 367| 297 | 32.5 |0.685| 472 [105 |195| 16.3 | 0.605 | 184 | 6% 38 6.61 |273 [151 [169 368| 300 | 30.1 |0.6622| 413 | 918|192| 143 | 0.537 1.34 5 34 7.66 |28.7 |137 [15.6 3.70| 3.06 | 27.9 [0.560 | 35.2 | 7.85| 187 | 12.3 | 0.486 0.932| 41 31 5.97 (27.7 [131 [156 3.79| 3.46 | 28,4 [1.28 | 172 | 490| 138 | 7.85| 0.522 0.850| 3. 27.5| 6.94 [299 [117 |14.1 3.80| 3.50 | 25.6 [1.53 | 145 | 4,.15| 1,34 | 6.85| 0.448 0.588| 2: DIMENSIONS AND PROPERTIES Table 1-8 (continued) WT-Shapes Dimensions Stem Flange Distance Shape peas Dor ThicknesS, | ty | py, Wdth, | Thickness, k DA lu 2 br 1 fos | Kar | Gago in. in. in. | in? in. in. in | in | in. WT10.5x100.5 [29.6 [11.5 [11V2 [0.910] "/0| 2 [10.5 [12.6 [12% [1.63 [1% [2.13 [22 EY x91 26.8 [11.4 [11 /0.830| */16| “16 | 9.43 [12.5 [12 [1.48 | 1/2 [1.98 [2% 83 [24.4 [11.2 [1114|0.750| Ya | Yo | 8.43 [12.4 [12% [1.36 | 1% |1.86 [2% x735 [21.6 [11.0 [11 [0,720| Ya | Ys | 7.94 112.5 (122 [1,15 | 1/e [165 |2 x66 19.4 [10.9 |107/ [0.650| Ye | Ys | 7.09 [12.4 [12% [1,04 | 1/6 [1.54 [1196 x61 17.9 [10,8 |107/s [0.600| Ye | %16 | 6.50 [12.4 [128 [0.960 "%16| 1.46 [119/16 x55.5% [16,3 [10.8 |10%/|0,550| Ye | Ys | 5.92 [12.3 [12% [0.875 e [1.38 [1% x50.5% [14.9 [10.7 [10% |0.500| Y2 | Ya | 5:34 [12.3 [121 [0.800 196|1.30 | 1116 WT10.5x46.5" [13,7 [10.8 [10%/4|0.580/ Ye | Y6| 6.27 | 8.42| 8% [0.930 '%16|1.43 [1% 5/2 x41.5 [12.2 [10.7 [10%/|0.515| Ye | Ya | 552 | 8.36| 8% |0.835| 13/6| 1.34 | 112 x36.5% [10,7 [10.6 [10% [0.455] “16 | Va | 483 | 8.30 8% |0.740| Ys [1.24 [1/6 x340 10.0 [10.6 [10% [0.430] Vie | Ya | 4.54 | 8.27| 8 |0685| 116 |1.19 [1% x310 9.13/10.5 [10% |0.400| Ye | | 4.20 | 8.24] 8% [0615 Y [1.12 |1%6 x27.50 | 8.10/10.4 [10% |0.375| Ye | Ys | 3.90 | 8.22] 80522 Ya |1.02 [196 x24%" | 7.07|10.3 [1014 [0.350] Ye | Ys | 3.61 | 8.14] 88 |0.430| 7/16 | 0.930] 1/s WT10.5x28.5" | 8.37[10.5 [102 |0.405| Ye | Y6| 4.25 | 6.56| 6. [0.650 Ye [1.15 [1% 3/2 x250 7.36|10.4 |10% [0.380] Ye | Yi | 3.95 | 6.53| 62 [0.535 %s [1.04 [114 31/29 220 6.49/10.3 |10%s [0.350] Ye | Ys | 3.62 | 6.50/ 62 [0.450 7/16 |0.950| 1/8 312 WI9x1555" [45.8 [11.2 [115 [1.52 [1/2 | Ya [17.0 [12.0 [12 [274 | 2/ [3.24 |3//6 5 141.5" [41.7 [10.9 [107% [1.40 [1% | "W%o/153 [11.9 [117% [250 | 2% [3.00 [3% x129' [38.0 [10.7 [10% [1.28 |1a e [13.7 [11.8 [11% |230 | 2/6 [2.70 |3 x1177 [343 [10.5 [10% |1.:16 [196 | Ye [122 [11.7 [11% ]|[211 | 2 [251 [2% x1055 [31.2 [10.3 [10% [1.06 [1/16 | Ys [11.0 [11.6 [11/2 [1.91 | 11%6|2.31 |2%%6 x096 28.1 [10.2 [108 [0.960| %/6| Ye | 9.77 [11.5 [1112 [1.75 | 19/ [2.15 [2/56 x87.5 [25.7 [10.0 [10 [o.890| Ye | “6 | 8.92 [11.4 [11% [1.59 | 1%6 | 1.99 [2/56 x79 [23.2 | 9.86| 9/[0.810| "Y6| “56 | 7.99 [11.3 [111 [1.44 | 17/6 |1.84 | 2% x71.5 [21.0 | 9.75| %/14|0.730| Ya | Ys | 7.11 [11.2 [114 [132 | 1% [1.72 [2/6 x65 19.2 | 9.63| 9% [0.670| 1is| Ya | 6.45 [11.2 [11V [1.20 | 19/18 [1.60 [2/6 x59.5 [17.6 | 9.49| 9/[0.655| Ye | %6| 6.21 [11.3 [111% [1.06 | 1/6 [1.46 | 11% x53 [156 | 9.27| Pa|o.590| Y | | 553 [11.2 [11M [0940 1556|1.34 | 113% x485 [14.2 | 9.30/ 9/4[0.535| Ye | Yo | 4.97 [11.1 [1118 0.870| e [1.27 [1% x430 12.7 | 9.20| 9 [0.480] Ya | Ya | 4.41 [11.1 [118 |0.770| 9% [1.17 [1% xa8e [11.1 | 911| 9[0.425| Ve | Ya | 3.87 [11.0 [11 [o680| 1%0|1.08 |1%o * Shape is slender for compression with £,— 50 ksi. ' Shape exczeds compact limit for flexure with £y = 50 ksi. 9 The aclual size, combiration and orientation of fastener components should be compared wit the geomeby of the cross section to ensure compatibiity. ' Flange thickness greater than 2 in. Special requirements may apoly per AISC Specification Section A3.1c. ' Shear strength controlled by buckding effects (C, < 1.0) with F,=50 ksi.  DIMENSIONS AND PROPERTIES 161 Table 1-8 (continued) WT-Shapes Properties WT9-WT8 Compact a Torsional Nom- | Section Axis X-X Axis Y-Y | Properties e Criteria y _ Unlal|r]s r]y]|z]w|51]s]r]iz dd 2 " Mort] 2 | te [in [02 im | in | in | ino | in | im | in | in? nó | in 355|471 (187 | 782|112 274| 226 200 [o.683| 30.1 | 7.89|170| 123 | 0.9061 | 174 | 3% 32.5|5.06 [204 | 70,7 [10.1 272| 220 | 18.0 [0.629] 274 | 7.22|169 | 11.2 | 0.875 | 136 | 34 30 5.44 (220 | 64.7| 9.29 271| 2.16 | 16.5 |0.583| 25.0 | 6.63| 168 | 10,3 | 0,794 1.08 2 27.5|5.98 (232 | 595| 8.63: 271| 2.16 | 15.3 [0.538] 225 | 5:97|167| 9.26| 0.733 | 0830| 14 25 |657|254 | 535| 7.79 270| 2:12 | 13.8 [0.489] 200 | 5:35|165| 8:28] 0.620 | 0619| 1: 23 5.01 [25.1 52.1 | 7.77 2.77 | 2.33 | 13,9 |0.558| 113 | 371|1.29| 5.84| 0.635 0.609 e 20 |573|284 | 448| 6.73 276| 229 | 120 |0.489| 955| 317|127| 4:97] 0.496 | 0404| 0% 175|7.06|205 | 401| 6.21 279| 230 | 11,2 [0.450] 767| 256| 122 | 402 0.460 | 0252| 0: so |529|145 | 768|114 228| 1.76 20.7 [0.708| es1 [17.9 | 251 | 27.4 | 100 | 385 | 10: 445|5.92 (160 | 672|101 227| 170 | 181 [o631| 813 [157 | 249 | 240 | 100 | 272 | 7: 38.5| 6.77 |18.2 | 56.9| 8.59 2.24 | 1.63 | 15.3 [0.549| 69.2 [13,4 | 247 | 20.5 | 0.986 1.78 4 385|7.70 (207 | 486| 7.6 222| 1.56 | 12.0 |0.481| 595 [11.6 | 246 | 17.7 | 0.859 | 1:19 | 34 28.5 | 4.98 [19.1 48.7| 777 241| 1.94 | 138 |0.589| 216 | 606|160| 9.42| 0.940 110 1 25 |561|214 | 423| 6.78 240| 189 | 120 |0.521| 186 | 526|159| 8.15| 0.824 | 0760| 1% 225|623 (234 | 378| 610 239| 186 | 108 |0.471| 164 | 467|157| 722 0723 | 0555| 0% 20 6.93|263 | 33,1| 5.35 2.37 | 1.81 9,43|0.421| 144 | 412|156| 6.36| 0.579 0.396| 0.t 18 |8:12|269 | 30.6| 5.05 241| 188 | 8.93/0378| 122 | 350|152| 542 0.553 | 0272| 0: 15.5| 6.28 |289 | 27.5| 464 245| 2.02 | 8.27/0.413| 6.20| 224| 117 | 3.51] 0.479 0.230| 0. 13 7.97 (314 | 23.5| 4.09 247|2.09| 7.36/0.372| 4.79| 1.74|1.12| 2.73| 0.406 0.130| 0.% 1-62 DIMENSIONS AND PROPERTIES Table 1-8 (continued) WT-Shapes Dimensions Stem Flange Distance Shape peas Dor ThicknesS, | ty | py, Wdth, | Thickness, k DA lu 2 br 1 fos | Kar | Gago in? in. in. in. | in? in. in. in | in | in. WI7x365" [07 [11,2 [11% [3.07 [30 [1%o [34.4 [17.9 [17% |4.91 | 415%50|5.51 |6%6 | 7/22 x3325" [97,8 [10.8 [107 [2.83 [21/5/1716 [30.6 [17,7 [17% |4.52 [4/2 [5.12 [56] 71/22 x3025' [89.0 [10.5 | 101/ [2.60 [2% [1% [27.1 [17.4 [17% |4:16 | 4%%50 14.76 [5/0 | 7Y2 x275" [80.9 [10.1 |10'/ [2.38 [28 |1%6 [24.1 [17.2 [174 [3.82 | 3%%16| 4,42 | 58 x250" [73.5 | 9.80/ %/%|[2.19 [2/6 [1V [21.5 [17.0 [17 [350 [32 [4.10 [4% x227.5* [66,9 | 9.51| 9/2 [2.02 |2 1 192 [16.8 [167% |321 | 3 [3.81 | 4/2 1213" [627 | 9.34| 9% |1,88 [178 15/6117.5 [16,7 [16% |3,04 | 31/16 | 3,63 | 45/16 x199" [58.4 | 9,15| 9/8|1.77 [1% | e [162 [16.6 [10% [285 | 2/8 [3.44 | 48 x185" [54.4 | 8.06] 9 [1.66 [1M/0| We14.8 [16.5 [161% [266 | 216 | 3.26 | 315 x171 [50.3 | 8.77| 8%/|1.54 [1% | 613.5 [16.4 [16% |2.47 | 2/2 [3.07 | 3% x1555' [45.7 | 8.56| 8 [1.41 [176 | Ya [121 [162 [16% |226 | 2/4 [2.86 [3% x141.5* [41.6 | 8.37| 8%|1.29 [1% | "/epios [16.1 [10% [2.07 | 2/10 |2.67 | 3% x1285 [37.8 | 8.19| 8/4|1.18 [1/6 | Ys | 9.62 [16.0 [16 [189 |17e [2.49 [3/6 x1165 [34.2 | 8.02| 8 [1.07 [10 | Y%o| 8.58 [15.9 [15% |1.72 | 1%/. [2.32 [3 x1055 |31.0 | 7.86| 77/s [0.980|1 Ye | 7.70 [15.8 [15% |1,56 |1%6 [2.16 [2/8 %06.5 [28.4 | 7.74| 7/|0.890| Ye | “o | 6:89 [15.7 [15% |1.44 | 17/o | 2.04 | 2%% x88 25.9 | 7.61| 7%|0.830| “/6| “6 | 6.32 [15,7 [15% |1.31 | 1%6 [1.91 | 2% x79.5 |23.4 | 7.40| 7/2[0.745| Ya | Ys | 5.58 [15.6 [15% [1.19 | 196 [1.79 [212 x725 [21.3 | 7.39 7%[0.680| "/6| Ys | 5.03 [15.5 [152 |1.09 | 1116 [1.69 | 2%/8 Y WT7x66 19.4 | 7.33| 7%/s|0.645| “e | *%16 | 4.73 14.7 [14% |1.03 |1 1.63 [2/6 | 5% »60 17.7 | 7.24| 7/+[0.590| o | “1 | 4.27 [14.7 [14% [0.940 1%0|1.54 | 2 x54.5 [16.0 | 7.16| 7/3[0.525| Y2 Ya | 3.76 [14.6 [14% [0.860 7s [1.46 |2/6 x49.5f [14.6 | 7.08| 7/9/0.485| Y2 | Ya | 3.43 [14.6 [145% [0.780] Y |1.28 | 210 xa45t 13.2 | 7.01| 7 [0.440| ie | Ya | 3.08 14.5 [142 |0.710 "/6|1.31 [2 Y WT7x41 12.0 | 7.16| 7/s [0.510 Yz | Ya | 365 10.1 108 |0.855 e [1.45 [16 | 5V x37 10.9 | 7.09| 7Y8[0.450| Ve | Ya | 3.19 [10.1 [108 [0.785| 1%16|1.38 [1% x34 10.0 | 7.02| 7 [0.415| /1e | Ya | 2.91 [10.0 [10 [|0720| Y [1.31 [1% 80.50 | 8.06 6:05| 7 [0.375| Y | Yo | 260 |10.0 [10 [065 % [124 [12 | Y WI7x26.5% | 7.80] 6.96| 7 [0.370| Ye | %6 | 2:58 | 8.06] 8 [0660 "5o 125 [1% | 5% x24o 7.07| 6.90| 67% /|0.340| %o | Y%e| 234 | 803] a [0595| % |1.:19 [1/6 V x21.5% | 6.311 6.83| 67/s[0.305| /16 | Yo | 2.08 | 8.00| 8 [0530| Y2 [1.12 |1%s * Shape is slender for compression with £,— 50 ksi. ' Shape exczeds compact limit for flexure with £y = 50 ksi. 9 The aclual size, combiration and orientation of fastener components should be compared wit the geomeby of the cross section to ensure compatibiity. ' Flange thickness greater than 2 in. Special requirements may apoly per AISC Specification Section A3.1c.  DIMENSIONS AND PROPERTIES 1-63 Table 1-8 (continued) WT-Shapes Properties WT7 Compact a Torsional Nom- | Section Axis X-X Axis Y-Y "| Properties e Criteria y 0 Unlal|r]s r]y]|z]w|51]s]r]iz 5-8 " Mort | 2 | te [in4 in in | im | in? in. | in | in? | im. | im int | in 365 | 182] sesi7eo [os4 262 [3.47 [211 [3.00 [zo [4 [450 los [100 [714 — [250 3825 | 195] 382l622 [s21 252 [325 [182 [2.77 oso [36 [452 [ses |1.00 [555 [e20 302.5 | 2.09| 4.04(524 [70.6 243 [3.05 [157 2.55 [1840 [211 4.55 (326 1.00 [430 12930 215 | 225 424442 [09 234 [285 [130 [235 foso [ise [4.49 [292 [100 31 [2180 250 | 243 447|375 [527 226 |267 [117 [216 fas ise [4.43 [por [1.00 [54 [620 2275 | 262 471|821 [459 219 [251 [102 [199 [280 fis2 [438 [234 [1.00 foo fiz10 213 | 275 497|287 [ata 214 [240 | 01.7 |1.88 [1180 [41 [4.34 [217 [100 [164 [001 199 2392| 5.17/257 [37.6 2.10 [230 | 82.9 [1.76 [1090 [131 4.31 [201 1.00 [135 801 185 3:10| 540/229 [339 205 [219 | 744 [165 | 994 [121 4.27 [185 1.00 [110 640 im | 331 569|203 [304 201 [209 | 66.2 [1.54 | 903 [m1o [424 [teo [1.00 | 883 | 502 1555 | 359] 607|176 [267 196 |197 | 57.7 |141 | 807 [904 [420 [152 [100 [675 | 375 141.5 | 389| 649/1153 [235 1.92 [1.85 | 50.4 [1.29 | 722 89.7 |4.17 [137 1.00 | 51.8 281 1285 | 423 692133 [207 188 [175 | 439 |1.18 | 645 [80.7 [4.13 [123 [100 | 393 | 209 1165 | 462 750/16 [182 184 [165 | 30.2 [1.08 | 578 [725 [410 [11o [100 [206 |154 1055 | 506 802102 [162 181 |157 | 33.4 [0.980 | 513 [65.0 [4.07 | 989 [1.00 | 222 [113 96.5 | 545| 8.70| 89.8 [14.4 1.78 [1.49 | 29.4 [0.903 | 466 59.3 [4.05 | 90,1 | 1.00 | 17.3 87. 88 | 597| 917| 805 [130 1.76 [143 | 263 [0.827 | 419 [583.5 [4.02 | 81.3 [1.00 [132 | 65% 795 | 654101 | 70.2 [11.4 173 [1:35 | 228 [0.751 | 374 |48:1 [4.00 | 73.0 [1.00 | 9.84 | 47: 725 | 7111109 | 625 102 1.71 [129 | 202 [0.688 | 388 [43.7 [398 | 662 [100 | 7,56 | 36% 66 | 715/14 | 57.8 | 957 1.73 [129 | 186 [0.658 274 [37.2 [376 | 565 [1.00 | 6.13 | 264 so | 780/1238 | 51.7 | est 171 [124 | 165 [0.602 | 247 [3887 [374 | 512 [1.00 | 467 | 201 545 | 8491136 | 453 | 756 168 [1:17 | 144 [0,548 | 223 [306 [373 | 46.3 [1.00 | 3.55 | 151 49.5 | 934/14.6 | 40.9 | 6.88 1.67 [1.14 | 12.9 [0.500 | 201 27.6 [3.71 | 41.8 | 1.00 2.68 1. 45 [102 [159 | 365 | 616 166 [109 | 11.5 [0455 | 181 [250 [370 | 37.8 [100 | 203 | 8 41 | 5921140 | 412 | 7.14 185 [139 | 182 [0593 | 74:1|14:6 [248 | 224 [1.00 | 253 | 54 37 | 6411158 | 360 | 625 182 [1:32 | 11.5 [0,541 | 669 |13.3 [248 | 20.2 [1.00 | 198 | 4. 34 | 6971169 | 326 | 569 181 [129 | 10.4 [0.4098 | 607 |12:1 [246 | 184 [1.00 | 150 | 3% 30.5 | 7.75/18.5 | 28.9 | 5.07 1.80 |1.25 9.15/0.448| 53,7 [10,7 [2.45 | 16.4 | 0.971| 1.09 2 26.5 | 6.11/188 | 27.6 | 4.94 1.88 |1.38 8.87|0.484| 28.8 | 7.15/1.92 | 11.0 | 0.956| 0.967 le 24 675/203 | 249 | 449 188 |135 8.00/0.440| 257 | 6401.91 9.80| 0.880 | 0.723 1 215 | 754/224 | 219 | 398 186 [1:31 | 7.05/0305| 226| 5:65/189 | 8.64|0.773| 0.522 | 0% 1-66 DIMENSIONS AND PROPERTIES Table 1-8 (continued) WT-Shapes Dimensions Stem Flange Distance Area, | Depth, - . . k Work- Shape A a Thiianoss, 17 Area o Thiciness, able w 2 . 1 Kaos | Kaer | Gage in. in. | in? in. in. in | in | in. WT6x11% 0.260| Ya | Ya | 1.60 | 4.03] 4 [0425| 7/10 [0,725| "/0| 21/49 95" 0,235] Ya | Ya | 1.43 | 4.01| 4 [0350 Ye [0.650| 73 x8* .! 0.220| Ya Yo | 132 | 3.99] 4 [0265 Y. [0.565| 1%6 xi 2.08| 5.96| 6 [0,200] 1 | Ya | 1.19 | 3.97| 4 [0225 Ye [0,525] Y WT5x56 16.5 | 5.68| 5% /0.755| Ya | Ye | 4.29 [10.4 [10% [1.25 | 1/4 [1.75 [11W%6| 5 x50 14.7 | 5.55| 5/2: [0.680| "e| Ye | 3.77 [10.3 [10% [1,12 | 1V8 [1.62 [11% 44 13.0 | 5.42] 5Y/0.605| Ye | %1s | 3.28 [10.3 [10 [0.990| 1 1.49 [1/16 38.5 [11.3 | 5.30| 5/+|0,530| Ya | Va | 2.81 [10.2 [10% |0.870| e [1.37 [1% x34 10.0 | 5.20| 5/4 |0.470| Ya Ya | 2.44 [10,1 [108 |0,770| Y. [1.27 [17/56 30 8.84| 5.11| 5/|0,420| Ve | Ys | 2.15 [10.1 [100 |0.680| 110|1.18 [1% x27 7.90| 5.05| 5 [0.370] Ye | %s| 1.87 [10.0 [10 [0615 Ye [1.12 [1%6 24.5 7.21| 4.099| 5 [0.340] Ys | Ys | 1.70 [10.0 [10 [0560 %s [1.06 |1%s WT5x22.5 6.63| 5.05| 5 [0.350] Ye | Yi | 1.77 | e.02| 8 [0620 Y [1.12 [1% x19.5 5.73| 4.96| 5 [0.315] 6 | Ys | 1.58 | 7.99] 8 [0530 2 [1.03 [1%6 x16.5 4.85| 4.87| 4/9 [0.2901 o | Yo | 1.41 | 7.96| 8 [|0.435| 7/15 | 0.935| 11s WT5x15 4,42| 5.24| 5,[0,300| 6 | Ys | 1.57 | 5.81| 5%Y%|0.510| Y. [0.810|11s 2/9 x130 3.81| 5.17| 5V8s|0.260| Ya | Ya | 1.34 | 5.77| 5%|0.440 7/6 |0.740| 116 V x110 3.24| 5.09| 5Vs[0.240| Ya | Ya | 1.22 | 5.75| 5%|0.360 Ys [0.660| 1%0 WT5x9.5" 2.81| 5.12| 5 |0.250| Ya Ve | 1.28 | 4.02| 4 [0395 Ys |0.695| “%/6| 21/49 xB5" 2,50| 5.06| 5 [0.240] Ya | Ya | 121 | 401| 4 [0330 Ys |0.630| 7a x75% 2.21| 5.00| 5 [0.230] Ya | Ye | 1.15 | 4.001 4 [0270 Y. [0.570 "6 x6n 1.77| 4.94| 4/|0.:190| 6 | Va | 0.938] 396 4 [0210| Ys [0.510| Ys WT4x33.5 9.84| 4.50| 42 [0.570] %s | is | 2.57 | 8.28| 8 [0.935| 1%/16|1.33 [1% 52 29 8.54| 4.38| 4%Y|0.510| Ya Ya | 223 | 8,22| 8wjogl0 %6|1.20 [12 24 7.05| 4.25| 411 [0,400| Ye Y | 1.70 | 8.11| 8V [0685 16 |1.08 | 1% x20 5.87| 4.13| 4/8 [0.360] Ye | “1 | 1.49 | 8.07| 88 [0.560 %6 |0.954| 1/4 x17.5 5.14| 406| 4 [0.310] Ys | Ys| 126 | 8.02 8 [0495 Y. |0.889| 1% x15.5/ 4.56| 4.00| 4 [0.285| Y%6 | Yi | 1.14 | 8.00| 8 |0.435| 7/16 | 0.829| 118 WT4x14 4,12| 4.03| 4 [0.285| Ye | Ys | 1.15 | 6.54/ 6/2 |0.465| 716 [0.859] "/i6| 312 x12 3.54| 3.97| 4 [0.245| Ya e | 0.971 6.50| 6% [0.400 Ye [0.794| 7 3/2 < Shape is slender for compression with F,— 50 ksi. Shape excseds compact limit for flexure with Fy = 50 ksi. 9 The aclual size, combiration and orientation of fastener components should be compared wit the geomeby of the cross section to ensure compatibiity. * Shear strength controlled by buckling effects (C, < 1.0) with F,=50 Ksi.  DIMENSIONS AND PROPERTIES 1-67 Table 1-8 (continued) WT-Shapes Properties WT6-WT4 Compact a Torsional Nom- | Section Axis X-X Axis Y-Y "| Properties e Criteria y 0 Tala[|]s r]y[Tz]+*e| 1] s]r[z 5-8 ” Mort] 2 | te [in [02 im | in | in | ino | in | im | in | in? int | in +1 | azalos7 [11.7 | 259 190 [163 | 463jo4o2| 233| 1.15 [0.847| 1.83 | 0.707| 0,146 | 01: 95 | 5721259 | 10.1 | 228 190 [165 | 4:11/0348| 188| 0.930|0.821| 1.49 | 0.597 | 0.0899] 0.0 8 753|27.3 8.70| 2.04 1.92 [1.74 3.72|0.639| 1.41| 0.706/0.773| 1.13 | 0.537 | 0.0511/ 0.0% 7 [882298 | 767 183 192 [175 | 3.32/0.760| 1.18| 0593/0753 0.947| 0.451| 0.0350] 0.0% 56 | 417| 752| 286 | 6.40 1.32 [121 | 134 [0.701 118 [226 [257 [346 |100 | 750 [169 50 462| 8.16/ 24.5 | 5.56 1.29 [1.13 | 11.4 [0.711 [103 [20.0 [2.65 [30.5 | 1.00 5.41 11.9 44 | 518| 896| 208 | 4.77 127 [1058 | 0.65/0.631| 893 [174 [253 (265 [100 | 3.75 | 80% 385 | 586/100 | 17.4 | 405 1,24 [0990] 8os|o,5s5s| 768 [151 [250 [229 [100 | 255 | 53 34 | 658/11 | 149 | 349 122 [0932 685/0.493| 66.7 [132 [258 [200 [100 | 1.78 | 38: 30 741/12.2 [129 | 3.04 1.21 [0.884| 5.87/0.438| 58.1 [11.5 [2.57 [17.5 | 1.00 1.23 24 27 | 8151136 | 111 | 264 119 |os36| 5.05|0.395| 51.7 [103 [256 [156 [100 | 0.909 | 17 245 | g93/14.7 | 10.0 | 239 1.18 [0807] 4.520.361 | 46.7 | 934 [254 [14.1 [100 | 0.698 | 13: 225 | 647/144 | 10.2 | 247 124 [0907 465/0413 | 26.7 | 665 [201 [10.1 [100 | 0.758 | 09 195 | 753/1157 | 884] 216 124 [0876 3.09|0.359| 225 | 564 [1.98 | 8.57 | 1.00 | 0.487 | 08 165 | 9.15/16.8 7.71| 1.93 1.26 |0.8689| 3.48/0.305| 18.3 | 4.60 [1.94 | 7.00 | 1.00 0.291 0.3! 15 5.70117.5 9.28| 2.24 1.45 [1.10 4.01/0.380| 8.35| 2.87 [1.37 | 4.41 | 1.00 0.310 | 0.2 13 | 656|199 | 786| 191 144 [105 | esoJo.330| 705| 2.44 [1.36 | 8:75 | 0.900| 0.201 | 01: 1 | 7oe|212 | 688| 172 146 [107 | sozjo.282| 571| 1.99 [1.33 | s.05 | 0.882| 0.119 | 0.1 95 | 509/20.5 6.68| 1.74 1.54 |1.28 3,10/0.349| 2.15| 1.07 |0.874| 1.67 | 0.870| 0.116 | 0.0: 85 | 608 211 | 606 162 156 [132 | 290/0311| 178| 0887/0844 1.40 | 0.839| 0.0776| 00 75 | 7411217 | 545 150 157 [137 | 271|0305| 145| 0728/0810 1.15 | 0.809| 0.0518] 00: 6 943|26.0 435| 122 157 |136 2.20/0.322| 1.09| 0551/0.785| 0.859| 0.592 | 0.0272 0.0; 385 | 443| 789| 10.9 | 3.05 1.05 [0936] 6.20/0,504 | 443 107 [2:12 [163 [100 | 251 | 35 29 507| 8.59| 9.12| 2.61 1.03 [0.874| 5.25/0.520| 37.5 | 9.13 [2.10 [13.9 | 1.00 1.66 2.2 24 592|10.6 6.85| 1.97 0.986|0.777| 3.94/0.435| 30.5 | 7.51 [2.08 [11.4 | 1.00 0.977 | 1.3 20 | 7211115 | 573| 1.69 0988/0735] 325/0364 | 245 | 6.08 [2.04 | 9.24 | 1.00 | 0.558 | 07 175 | e10/131 | 480| 143 0968 0688 271/0321 | 213 | 531 [203 | 805 | 100 | 0584 | 04 155 | 919/14.0 4.28| 1.28 0.969|0.668| 2.39/0.285| 18.5 | 4.64 [2.02 | 7.03 | 1.00 0.267 | 0.3; 14 703/14.1 4.231 1.28 1.01 [0./34| 2.38/0.315| 108 | 3.31 [1.62 | 5.04 | 1.00 0.268 | 0.2 12 8.12|16.2 3.53| 1.08 0.999/0.695| 1.98|0.272| 9.14| 2.81 [1.61 | 4.28 | 1.00 0.173 | 0.1. 1-68 DIMENSIONS AND PROPERTIES Table 1-8 (continued) WT-Shapes Dimensions Stem Flange Distance Area,| Depth, o . . k Work- Shape A a Thiianoss, 17 Area o Thiciness, able w 2 . 1 Kaos | Kaer | Gage in? in. in. in. | in? in. in. in | in | in WT4x10.5 3.08| 4,14| 4%s[0,250| Ya | Va | 1.04 | 5.27| 54 [0400 Ys [0.700| 7 210 9 2.63| 4.07| 480,230] Ya | /e | 0.936| 5.25| 5/4 [0,330 6 |0.630| '/16| 2%/4% WT4x7.5 222| 4.06| 4 [0.245] Ya | Ya | 0.993 4.02 4 [0315 Ys [0.615] 16] 21/49 65 1.92| 4.00| 4 [0.230| Ya | Ys | 0.919] 4.00] 4 [0255 Ye [0.555] a V 5 1.48| 3.95] 4 [0.170] %6 | Vs | 0.671| 3.94 4 [0205 6 |0.505| Ve WT3x12.5 3.67| 3.19| 31/ [0,320] Ys | Yi | 1.02 | 6.08| 68 [0.455 7/6 [0.705] 1/6] 32 x10 2.94| 3.10| 3 |0.260| Ya a | 0.806] 6.02| 6 [0.365 Ys [0.615| 7s y x751 2.21| 3.00| 3 [0.230| Ya Ye | 0.689] 599) 6 [0260| Ye [0.510/ Ya WT3x8 2.37| 3.14| 31/s|0.260| Ya o | 0.816] 4.03| 4 [0.405 Y [0.655| 7 29 »6 1.78| 3.02| 3 |0.230| Ys | Ys | 0.693] 4.00 4 [0280 Y. |0.530| “a x45! 1.34| 2.95| 3 [0.170] Ge | Ye | 0.502 3.94 4 [0215 Ys |0.465| We x4.25 1.26| 2.92| 2/8 |0.170| “6 | Vs | 0.496| 3,94 4 [0.195 Ys [0.445] e WT2.5x9.5 2.78| 2.58| 2/8 0.270] Ya | Ye | 0.695 5.03] 5 [0.430 7/16 [0.730| '/16| 2% 2 2.25| 2.51| 22 |0.240| Ya /s | 0.601| 5.00| 5 [0.2601 Ys |0.660| Ys 2% WT2x6.5 1.91| 2.08| 21/s|0.280| Ya Vs | 0.582 4.06| 4 [0345 Ys |0.595| Ys 2 < Shape is slender for compression with F,— 50 ksi. ' Shape exczeds compact limit for flexure with £y = 50 ksi. 9 The aclual size, combiration and orientation of fastener components should be compared wit the geomeby of the cross section to ensure compatibiity. DIMENSIONS AND PROPERTIES Table 1-9 (continued) MT-Shapes Properties MT-SHAPES Compact Section Criteria Torsional Properties br d 1b/ft 6,2 5.9 5.4 45 3.75 3.25 3.1 22 1.85 9,45 2 8,22 8,29 6.82 7.31 2.03 6,53 7.39 1.77 6.03 6.44 5.38 7.75 6.01 11.9 le 40.4 40.3 33.9 37.4 40.2 31.8 35.3 38.4 29.6 31.0 26.3 30.2 791 14.6 5.62 3,47 3.08 291 1.57 1.50 0.579 0.483 1.05 0.208 0.894 0.836 0.558 0.533 0.268 0.226 0.528 0.133 2.01 2.03 1.96 1.96 1.62 1.62 1.63 1.29 1.29 0.949 0.945 0.617 0.493 0.241 0.808 0.809 D.759 D.472 0.497 0.190 0.174 0.276 0.112 0.0248 | 0,0284 0.0205 | 0.026€ 0.0249 | 0.0337 0.0196 | 0,0250 0.0145 | 0.0202 0.0158 | 0.013€ 0.0112 | 0.009€ 0.00932| 0.007€ 0.00917| 0.004€ 0.00778| 0.004€ 0.00494| 0.0012 0.00265| 0.0007 0.156 | 0.0732 0.00919| 0.001€ 172 DIMENSIONS AND PROPERTIES gy Table 1-10 Na | ST-Shapes tw Y Dimensions Y Stem Flange Distance Shape pe pen Thickness, | tu | y, | Widtr, | Thickness, |, [Workable t 2 b, t Gage inZ in. in [im [m2] im. in. in_| im ST12x60.5 [17.8 [12.3 |12'/s| 0.800 | '%/16 | 7/15 [9.80 [8.05 | 8 1.09 | 16 | 2 x53 [156 [12.3 [121/4| 0.620 [Ya | Ys [7.60 |7.87 | 7/8 | 1.09 | 115 | 2 ST12x50 147 [120 [12 [0.745 [Ys | Ys [8.94 [7.25 | 714 | 0.870 | 7/a Pl x45 [132 [120 [12 [0.625 [e | Ys |7,50 [7.13 | 718 | 0.870 | “/a Y x40* [11.7 [120 [12 0.500 |'/2 | Ya [6.00 |7.00 | 7 0.870 | 7/a Y ST10x48 14.1 [10.2 |10' | 0.800 [16 | 1/15 [8.12 [7.20 | 7/4 | 0.920| "Ms | 1% x43 [127 [10.2 [10'/s | 0.660 |'1/16 | Ya [6.70 |7.06| 7 0.920 | Ms | 1% ST10x37.5 |11.0 [10.0 [10 0.625 [Ye | Ys |6.35 | 6.39 | 6%s | 0,795 | 1/6 | 15/2 31/29 x33 9.70 |10.0 |10 0.505 |'/2 | Ya [5:05 | 6.26 | 6/4 | 0.795 | Ys | 1% 31/29 ST9x35 [10,3 9.00|9 0.711 |/6| Ye [6.40 [6.25 | 6!/s | 0.691 | /6 | 1/2 3114 x27.35| 8.02 | 9.009 0.461 [1/16 | a |4.15 [6.00 | 6 0.691 | Mo | 1/2 31/20 SS ST7.5x25 | 7.34 | 7.50|712 | 0.550 [6 | 6 [4.13 | 5.64 | 5% | 0.622 | Ye [1/8 | 3/2 x21.45| 6.30 | 7.50/7/2 [0.411 [*/16 | Ya [3.08 | 5.50 | 5/2 | 0.622 | */a Pl 31/29 ST6x25 7.33 | 6.00|8 0.687 | '/1s| Ye [4,12 [5.48 | 5l/2 | 0.659 | Ms | 17/6 39 x20.4 | 596 | 6.00 0.462 |/15 | Ya [2.77 [5.25 | 5/4 | 0.659 | M6 | 17/6 39 ST6x17.5 | 5.12 | 6.00 0.428 |/15 | a [2.57 [5.08 | 5'/s | 0.544 | %6 | 1%6 | 3% x15.9 | 465 | 6.00 0.350 [e | “16 [2:10 [5.00 | 5 0.544 | %10 1/6 39 6 6 6 ST5x17.5 | 5,14 | 5.00|5 0.594 |5/s | /16 [2.97 [4.94 | 5 0.491 | 12 1/s 29149 x12.7 | 372 | 5.00/5 0.311 [16 | Y [1.56 | 4.66 | 4%8 | 0.491 | 12 1 219 4 4 3 3 0.441 [1/15 | Ya |1.76 | 4.17 | 4le | 0.425 | 7/16 1 21/49 0.271 |'/s | Ye [1.08 |4.00| 4 0.425 | 7/16 1 21/49 ST4x11.5 | 3.38 | 4.00 x9.2 2.70 | 4.00 ST3x8.6 | 2.53 | 3.00 x6.25 | 183 | 3.00 0.465 [/15 | a [1.40 | 3.57 | 3% | 0.359 | */a Bo =- 0.232 |'/s | Ye [0.696| 3.33 | 3%o | 0.359 | Ya Bo = ST2.5x5 1.46 | 2.50/21/2 | 0.214 [16 | Ys |0.535| 3.00 | 3 0.326 | 5/16 Ya = ST2x4.75 | 1.40 | 2.002 0.326 |%/15 | “1 |0.652| 2.80 | 2% | 0.293 | %/16 | Ya = x3.85 | 1,13 | 2.00/2 0.193 [15 | Ye |0.386| 2.66 | 2%a | 0.293 | 5/16 Y = ST1.5x3.75 | 1,10 | 1.50|112 | 0.349 [Ys | Y15 [0.524| 2.51 | 2/2 | 0.260 | */a a = x2.85 | 0.830| 1.50|1'2 | 0.170 [16 | Ye |0,255| 2.33 | 2% | 0.260 | !/a Sa = < Shapeis slender for compression with f, = 35 ksi 0 The actual size, combination ard orientation of fastener components should be compared with the geometry of the cross section lo ensure compalibiily. — Indicates flange is too narrow to establish a workable gage. DIMENSIONS AND PROPERTIES 1-73 Table 1-10 (continued) ST-Shapes Properties ST-SHAPES Nom-| inal wt Compact Section Criteria br d s Yo I Axis Y-Y Torsional Properties y Cu 1b/ft 2 te in4 in3 in¿ ins in3 in3 in+ in 60.5 53 50 45 40 43 43 37.5 33 35 27.35| 25 21.45 25 20.4 17.5 159 17.5 12.7 115 9.2 8.6 6.25| 4.75| 3.85 3.75| 2.85 3.69 3.61 4,17 4.10 4.02 3.91 3.84 4.02 3.94 4.52 4,34 4.53 4.42 417 3.98 4.67 4.60 5.03 4.75 491 471 497 4,64 4,60 4,78 4,54 4.83 4.48 15.4 198 16.1 192 240 127 154 157 198 127 195 136 182 873 130 140 171 8.42 16.1 9.07 148 6.45 129 117 6.13 104 430 8.82 259 216 215 190 162 143 124 1109 929 845 62.3 40.5 329 25.1 18.9 17.2 148 125 7.79 5.00| 3.49 2.12 1.26 0.571 0.462. 0.307| 0.200| 0.114| 130,1 (24,1 (26.3 22.6 18.6 [20,3 17.2 115.8 129 14.0 9.60 7.72 5.99 6.04 4.27 3.95 3.30 3.62 2.05 176 1:14 1.02 0.547 0.348 0319 0.198 0.187 0.0970| 3.18 [3.13 3.15 |3.07 3.10 [2.81 2.87 [2.94 2.79 [2.51 235 [2.25 2.29 [2.01 1.85 [1.84 1.78 [1.58 1.83 [1.65 1.78 [1.51 1.56 |1.56 1.45 [1.20 1,22 [1.15 1.14 [0.942 0.915| 0.915 0.831| 0.692 0.677 | 0.570 0.575| 0.553 0.522 | 0.448 0.426 | 0.432 0.3/0|0.329 54,5 143,3 47.5 41.11 [33.6 [36.9 140 10.8 11.0 TT 7:12 5.94 6.58 3.70 3.19 207 185 101 0.650| 0.592 0.381 0.351 0.196| 1.26 1.02 216 1.42 0.909 1.35 0.972 1.34 0.841 1.78 0.737 0.825 0.505 0.758 0.577 0.543 0.480 0.673 0.403 0.439 0.335 0.394 0.271 0.239 0.250 0.204 0.219 01/11 41.5 38.4 123.7 22.3 ¡21.0 (25.0 (23.3 14.8 113.7 12.0 110.4 7.79 7.13 7.79 6.74 4,92 4.66 4.15 3.36 2.13 1.34 1,14 0.901| 0.597| 0.444 0.374| 0.289| 0.223| 10.3 9.76 6.55 6.27 6.93 6.59 4.62 4.39 3,84 2.76 2.59 2.84 2.57 1.94 1.87 1.68 1.44 1.02 0.922| 0.642| 0.541 0.398] 0.317| 0.281 0.230| 0.,192| 1.53 1.57 1.27 1.30 1.34 1.33 1.36 1.16 1.19 1.08 1.14 1.03 1.06 1.03 1.06 0.980 1.00 0.899 0.950 0.795 0.827 0.673 0.702 0.638 0.564 0.576 0.513 0.518 118.1 116.7 112.0 11.2 10.4 12.5 11.6 8.36 7.70 77 6.06 4.99 4.54 5.16 4.43 3.40 3.22 3.10 2.49 1.84 1.59 1.17 0.930] 0.686] 0.565] 0.485] 0.411 0.328] 1.00 1.00 1.00 1.00 0.876 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6.38 5.05 3.76 3.01 2.44 4.16 3.30 2.28 1.78 2.02 1.16 1.05 0.765 1.36 0.342 0.524 0.438 0.633 0.300 0.271 0.167 0.181 0.0830 0.0568 0.0590 0.0364 0.0432 0.0216 127.5 115.0 119.5 12.1 6.94 115.0 9.17 7.21 4.02 7.03 2.26 2.02 0.995 1.97 0.787 0.556 0.364 0.725 0.173 0.168 0.0642 0.0772 0.0197 0.01000| 0.00995| 0.00457| 0.00496| 0.00189| 176 DIMENSIONS AND PROPERTIES Table 1-11 (continued) ELA Rectangular HSS Dimensions and Properties Y Design Axis X-X Wall [Nominal| Area, Shape Thick- | Wi A pi moss, £ bt ht 1 s r Z in. 1b/ft in? in4 in$ in. in3 HSS14x10x8 0.581 93.34 | 25.7 14.2 211 687 98.2 5.17 |120 xa 0.465 76.07 | 20.9 18.5 27.1 573 81.8 5.23 98.8 le 0.349 58.10 | 16.0 25.7 37.1 447 63.9 5.29 76.3 hs | 0.291 48.88 | 13.4 31.4 45.1 380 54,3 5.32 64,6 xa 0.233 39.43 | 10.8 39.9 57.1 310 44.3 5.35 52.4 HSS14x6x"8 0.581 76.33 | 21.0 7.33 21.1 478 68.3 4.77 88,7 y 0.465 62.48 | 17.2 9.90 27.1 402 57.4 4.84 73.6 xa 0,349 47.90 | 13.2 14.2 31.1 317 45.3 4.91 57.3 hs | 0.291 40.35 | 11.1 17.6 45.1 271 38.7 4.94 48.6 xa 0.233 32.63 8.96 22.8 57.1 222 31.7 4.98 39.6 x/6 | 0.174 24.73 6.76 31.5 71.5 170 24.3 5.01 30.1 HSS14x4x/0 0.581 67.82 | 18.7 3.88 21.1 373 53.3 4.47 73,1 xl 0.465 55.66 | 15.3 5.60 21.1 317 45.3 4,55 61.0 le 0.349 42.79 | 11.8 8.46 37.1 252 36.0 4.63 47.8 xhs | 0.291 36.10 9.92 10.7 45.1 216 30.9 4.67 40.6 xa 0.233 29,23 8.03 14.2 57.1 178 25.4 4.71 33,2 X/6 | 0.174 22.18 6.06 20.0 77.5 137 19.5 4.74 25.3 HSS12x10xV2 | 0.465 | 69.27 | 19.0 18.5 228 | 395 65.9 4.56 | 788 xa 0.349 53.00 | 14.6 25.7 31.4 310 51.6 4.61 61.1 xs | 0.291 44.60 | 12.2 31.4 38.2 264 44.0 4.64 51./ xls 0.233 36.03 9.90 39.9 48.5 216 36.0 4.67 42,11 HSS12x8x"/8 0.581 76.33 | 21.0 10.8 17.7 397 66.1 4.34 82.1 xa 0.465 62.46 | 17.2 14.2 22.8 333 55.6 4.41 68.1 la 0.349 47.90 | 13,2 19.9 31.4 262 43.7 4.47 53,0 Xhs | 0.291 40.35 | 11.1 24,5 38.2 | 224 37.4 4.50 | 449 xls 0.233 32.63 8.96 31.3 48.5 184 30.6 4.53 36.6 xs | 0.174 24,13 6./6 43.0 66.0 140 23.4 4.56 218 HSS12x6x"8 0.581 67.82 | 18.7 7.33 17.7 321 53.4 4,14 68,8 xl 0.465 55.66 | 15.3 9.90 22.8 2m1 45.2 4.21 57.4 xle | 0.349 | 42.79 | 11.8 14.2 314 | 215 35.9 4.28 | 448 xhs | 0.291 36,10 9.92 17.6 38.2 184 30.7 4.31 38.1 xs 0,233 29.23 8.03 22.8 48.5 151 25.2 4.34 31.1 xs | 0.174 22.18 6.06 31.5 66.0 116 19.4 4.38 23,7 Note: For compactness criteria, refer to Table 1-12A.  DIMENSIONS AND PROPERTIES 1-77 Table 1-11 (continued) Rectangular HSS Dimensions and Properties HSS14-HSS12 Axis Y-Y Workable Flat Torsion Surface Shape 1 s r z [Depth [Width | y c Arsa in.4 in? in. in3 in. in. in in? tt HSS14x10x*/ | 407 815 3.98 95.1 11% | 7/6 | 832 146 3.83 x/2 [341 68.1 4.04 78.5 11% 7% | 685 120 3.87 Xle |267 53.4 4.09 60.7 12/16 | 8%6 | 528 91.8 3.90 he |227 455 4.12 51.4 12/16 | 8% | 446 77.4 3.92 x/s [186 37.2 4.14 418 128 8/s | 362 62.6 3.93 HSS14x6x%8 [124 41.2 2.43 48.4 1/6 | 36 | 334 83.7 3,17 xY2 [105 35.1 2.48 40.4 11% 3%. | 279 69.3 3.20 le 84.1 28.0 2.53 316 12/56 | 4/6 | 219 53.7 3.23 x<he | 723 241 2.55 26.9 12% | 4%s | 186 45.5 3,25 xs 59.6 19.9 2.58 220 1278 4 152 36.9 3,27 xs | 459 153 2.61 16.7 1% | 5% | 116 28.0 3.28 HSS14x4x3/0 47.2 23.6 159 28.5 11% 148 52.6 2.83 xXx 41.2 20.6 1.64 241 11% _ 127 44.1 2.87 le 33.6 16.8 1.69 19.1 12 2Y 102 34.6 2.90 xXh6 29.2 14.6 1.72 16.4 12% 28 87.7 29.5 2.92 xs 244 122 1.74 13.5 12/8 2 72.4 24.1 2.93 x 19.0 9.48 1.77 10.3 1318 318 55.8 18.4 2.95 HSS12X10x 1/2 [298 597 | 396 | 696 | 9% | 7% | 545 [102 3.53 lo [234 46.9 4.01 540 10%0 | 8% | 421 78.3 3.57 xs [200 40.0 4.04 45./ 10%/6 | 8% | 356 66.1 3.58 x/ [164 32.7 4.07 37.2 107 8 289 53.5 3.60 HSs12x8x%8 [210 525 3.16 61.9 | 5Y6 | 454 97.7 3.17 xY/2 [178 44.4 3.21 515 77 5 | 377 80.4 3,20 le [140 35.1 3.27 40.1 10% | 6% | 293 62.1 3.23 xo [120 30.1 | 329 | 341 [10% | 6% | 248 52.4 3.25 x/ 98.8 247 3.32 27.8 107 6 202 425 3.27 XNe 15.1 18.9 3.35 21,1 11 18 153 32.2 3.28 HSS12x6x/8 [107 35.5 2.39 421 Sh | 3/6 | 271 71,1 2.83 x/ 91.1 30.4 2.44 35.2 es 3Ya | 227 59.0 2.87 xls | 729 | 243 | 249 | 277 [10% | 4% | 178 45.8 2.90 Xhe | 62.8 20.9 2.52 23.6 10%6 | 4%6 | 152 38.8 2.92 xs 51.9 173 2.54 19.3 107/8 4 124 31.6 2.93 xhe | 40.0 13.3 257 147 11% | 5%: 94.6 24.0 2.95 — Indicates flat depth or width is too small to establish a workable flat 173 DIMENSIONS AND PROPERTIES Table 1-11 (continued) ELA Rectangular HSS Dimensions and Properties Y Design Axis X-X Wall [Nominal| Area, Shape Thick- Mt. A bt ht ness, £ ! $ r z in. Mt in2 inó inó in. in? HSS12x4x8 0.581 59.32 | 16.4 3.88 17.7 245 40.8 3.87 55.5 xa 0.465 48.85 | 13.5 5.60 228 210 34.9 3.95 46,7 xls | 0.349 | 37.69 | 104 8.46 | 314 | 168 28.0 4.02 | 36.7 hs | 0.291 | 31.84 | 876 | 107 38.2 | 144 24.1 4.06 | 31.3 xa 0.233 25.82 7.10 14.2 48.5 19 19.9 4.10 25.6 xs | 0.174 19.63 5.37 20.0 66.0 91.8 15.3 4.13 196 HSS12x3/2Ys 0.349 36.41 | 10.0 7.03 31.4 156 26.0 3.94 34.7 xs | 0.291 30.78 8.46 9.03 38.2 134 224 3.98 29.6 HSs12x3x/16 | 0.291 29.72 8.17 7.31 38.2 124 20.7 3.90 | 27.9 xls | 0.233 | 24:12 | 6:63 9.88 | 485 | 103 17.2 3.94 | 229 xs | 0,174 18.35 5.02 14.2 66.0 79.6 13.3 3.98 175 HSSt2x2x%/16 | 0.291 | 27.59 | 7.59 387 | 382 | 104 174 3.711 | 245 xla | 0.233 | 2242 | 6.17 5.58 | 485 | 869 | 145 3.75 | 20.1 xl | 0.174 17.08 4.67 8.49 66.0 67.4 11.2 3.80 | 155 HSS10x8xY8 0.581 67.82 | 18.7 10.8 14.2 253 50.5 3.68 62.2 xl 0.465 55.66 | 15.3 14.2 18.5 214 42.7 3.73 51.9 xs | 0.349 | 4279 | 118 19.9 257 | 169 33.9 3.79 | 405 xs | 0.291 | 36:10 | 992 | 24,5 31.4 | 145 29.0 3.82 | 34.4 xa 0.233 29.23 8.03 31.3 39.9 19 23.8 3.85 28.1 xo | 0.174 22.18 6.06 43.0 54.5 91.4 18.3 3.88 21.4 HSS10x6x%/8 0.581 59.32 | 16.4 733 14.2 201 40.2 3.50 51.3 xl 0.465 48.85 | 13.5 9.90 18.5 171 34.3 3.57 43.0 xls | 0.349 | 37.69 | 10.4 142 25.7 | 137 27.4 3.63 | 33.8 e | 0.291 | 3184 | 876 | 1786 314 | 118 23,5 3.66 | 288 xa 0.233 25.82 7.10 22.8 39.9 96.9 19.4 3.69 23.6 xs | 0.174 19.63 5.37 31.5 54.5 74.6 14.9 3.73 18.0 HSS10x5xY8 0.349 35.13 9.67 113 25.7 120 24.1 3.53 30.4 xs | 0.291 29.72 8.17 14.2 31.4 104 20.8 3.56 26.0 xl | 0.233 | 24:12 | 663 | 185 39.9 | 858 | 17.2 3.60 | 21.3 x/16 | 0.174 | 18,35 | 502 | 257 545 | 0662 | 13.2 3.63 | 163 Note: For compactness criteria, refer to Table 1-12A.  DIMENSIONS AND PROPERTIES 1-31 Table 1-11 (continued) Rectangular HSS Dimensions and Properties HSS10-HSS9 Axis Y-Y Workable Flat Torsion Surface Shape 1 s r z [Depth [Width | y c Arsa A in? in. in3 in. in. in in? tt HSS10x4x"/8 33.5 168 1.54 206 The| — 95.7 36.7 2.17 xl 29.5 147 1.59 176 la = 82.6 31.0 2.20 xls 243 12.1 1.64 140 EN | 2/6 66.5 24,4 2.23 he 21.2 10.6 1.67 121 8% 2% 57.3 20.9 2.25 xs 177 8.87 | 1.70 10.0 8/8 2/8 47.4 17.1 2.27 xs | 139 693 | 172 7.66 es | 3% 36.5 13.1 2.28 xls 9.65 4.83 1.75 5.26 hs | 3/6 25.1 8.90 2.30 HSS10x3V2X1/2 214 12.2 1.39 147 Pla _ 63.2 26.5 2.12 le 17.8 10.2 1.44 118 8%Hh6 | — 51.5 21.1 2.15 xXh6 15.6 8.92 1.46 10.2 Es = 44.5 18.0 2.17 x/ 13.1 751 1.49 8.45 8 = 37.0 14.8 2.18 xs | 103 589 | 151 6.52 Ss | 2/16 28.6 11.4 2.20 xa 722 412 1.54 4.48 Whe | 21 19.8 775 2.22 HSS10x3x3/8 12.4 8.28 1.22 9.73 86 | — 37.8 17.7 2.07 xXh6 11.0 7.30 1.25 8.42 8% = 33.0 15,2 2.08 xs 9.28 6.19 | 1.28 6.99 87/e = 27.5 125 2.10 x 7.33 4.89 1.30 5.41 96 | 26 21.5 9.64 2.12 xa 5.16 3.44 1.33 3.74 he | 2 149 6.61 2.13 HSS10x2x 3/0 4.70 4.70 | 0.787 5.76 8% 15.9 11.0 1.90 Xhe 4.24 4.24 0.812 5.06 8% = 14.2 9.56 1.92 xY 3.67 3.67 0.838 4.26 8 = 12.2 7.99 1.93 hs 297 297 | 0.864 3.34 | — 9.74 6.22 1.95 xs 2.14 2.14 | 0.890 2.33 Yhs| — 6.90 4.31 1.97 HSs9x7x%Ys [117 33,5 2.68 40.5 6% | 4/6 | 235 62.0 2.50 xilz [100 287 | 273 | 340 | 6% | 4% | 197 51.5 2.53 xo 80.4 23.0 2.78 26.7 7h6 | 5% | 154 40.0 2.57 xXhs | 69.2 19.8 2.81 228 Ple 58 131 33.9 2.58 x/ 57.2 16.3 2.84 18.7 Tie 5/8 107 27.6 2.60 Ns | 44,1 12.6 2.87 14.3 8 | 6 81.7 20.9 2.62 — Indicates flat depth or width is too small to establish a workable flat 1-82 DIMENSIONS AND PROPERTIES Table 1-11 (continued) ELA Rectangular HSS Dimensions and Properties Y Design Axis X-X Wall | Nominal | Area, Shape Thick- | We. A pi Tie, ee lom 1 s , z in [Mort | in mó | nó | im | ins HSSOX5xÍ/S | 0.581 | 5081 | 14.0 561 | 125 | 133 | 296 | 3.08 | 385 xile | 0.465 | 42.05 | 11.6 775 | 164 | 115 | 255 | 3:14 | 825 le 0.349 32.58 8.97 11.3 228 92.5 20.5 3.21 25.7 6 | 0,291 27.59 7.59 14.2 27.9 79.8 17.7 3,24 220 xl | 0.288 | 2242 | 6.17 | 185 | 356 | 661 | 147 | 3:27 | 181 són | 0.174 | 1708 | 467 | 257 | 487 | 511 | 114 331 | 138 HSSOXSxV2 | 0.465 | 35.24 | 974 | 3.45 | 164 | 808 | 180 | 288 | 246 xó/e | 0.349 | 27.48 | 758 | 560 | 228 | 663 | 147 | 296 | 197 es | 0,291 23.34 6.43 731 27.9 57.7 12.8 3.00 16.9 xs 0.233 19.02 5.24 9.88 35.6 48.2 10.7 3.04 140 só | 0.174 | 1453 | 398 | 142 | 487 | 376 | 835 | 3.07 | 108 HSS8x6xÍ/O | 0.581 | 5081 | 140 7as | 108 | 114 | 285 | 285 | 361 Xil2 | 0.465 | 42.05 | 116 9s0 | 142 | 982 | 246 | 291 | 305 e 0.349 32.58 8.97 14.2 19.9 79.1 19.8 2.97 24.1 xs | 0291 | 27.59 | 759 | 176 24.5 58.3 | 17.1 3.00 | 20.6 xi | 0.233 | 2242 | 617 | 228 | 313 | 566 | 142 | 3.03 | 169 xóne | 0.174 | 17.08 | 467 | 315 | 430 | 437 | 109 | 3.06 | 130 HSSExAxÍ/S | 0.581 | 4230 | 11.7 388 | 108 | 820 | 205 | 264 | 274 xilz | 0.465 | 3524 | 974 | 560 | 142 | 718 | 179 | 271 | 285 le 0.349 21.48 1.58 8.46 19.9 58./ 14./ 2.18 18.8 xs | 0,291 23.34 6.43 10.7 24.5 51.0 12.8 2.82 16.1 xi | 0.233 | 19.02 | 524 | 142 | 313 | 425 | 106 | 285 | 133 xó6 | 0.174 | 1453 | 398 | 200 | 4380 | 381 | 827 | 288 | 102 xl 0.116 9.86 2.70 31.5 66.0 22.9 5.73 2.92 7.02 HSSEXExV/2 | 0.465 | 3184 | 881 | 345 | 142 | 586 | 146 | 258 | 200 e 0.349 24.93 6.88 5.60 19.9 48.5 121 2.65 16.1 xs | 0,291 21.21 5.85 131 24.5 424 10.6 2.69 139 xi | 0.238 | 17.32 | 4.77 | 988 | 313 | 355 | 888 | 273 | 115 xXóne | 0.174 | 1325 | 363 | 142 | 430 | 278 | 6% | 277 | 887 xls 0.116 9.01 2.46 22.9 66.0 19,3 4.83 2.80 6.11 Note: For compactness criteria, refer to Table 1-12A.  DIMENSIONS AND PROPERTIES 1-83 Table 1-11 (continued) Rectangular HSS Dimensions and Properties HSS9-HSS8 Axis Y-Y Workable Flat Torsion Surface Shape 1 s r z [Depth Width | y c Arsa in.4 in? in. in3 in. in. in in? tt HSS9X5x"/8 52.0 208 1.92 253 6% | 2/6 | 128 42.5 2.17 xl 45.2 18.1 1.97 215 6 Y 109 35.6 2.20 xls 36.8 14,7 2.03 171 Ths| 36 86.9 27.9 2.23 he 32.0 12.8 2.05 146 7% 3% 74.4 23.8 2.25 xs 26.6 10.6 2.08 120 Ta 3/8 61.2 19.4 2.27 xs | 20.7 828 | 210 925 8% | 4% 46.9 14.8 2.28 HSS9x3x 1/2 13.2 8.81 1.17 10.8 (7 = 40.0 19.7 1.87 le m2 745 | 121 8.80 The| — 33.1 15.8 1.90 he 9.88 6.59 1.24 7.63 75 = 28.9 13.6 1.92 xs 8.38 5.59 1.27 6.35 Te = 24.2 11.3 1.93 3 6.64 442 | 129 4.92 8 | 2 18.9 8.66 1.95 HSS8x6x/ 723 24.1 227 29.5 5% | 3% | 150 46.0 2.17 xXx 62.5 208 2.32 249 54 3Ys 127 38.4 2.20 le 50.6 16.9 2.38 19.8 6% | 4%s | 100 30.0 2.23 xXhs | 438 14.6 2.40 16.9 6% 4/8 85.8 25.5 2.25 xs 36.4 121 2.43 139 67/e Ae 70.3 20.8 2.27 xs | 28.2 9.39 | 2.46 10.7 Tio | 5% 53.7 15.8 2.28 Hssexax/ | 266 | 133 | 151 | 166 | 56] — | 703 | 287 1.83 xY 23.6 13 1.56 143 54 61.1 24.4 1.87 xl 19.6 9.80 1.61 15 6 | 26 49.3 19.3 1.90 he 17.2 8.58 1.63 9.91 6% 2 42.6 16.5 1.92 x/ 14.4 721 1.66 8.20 07 2/8 35.3 13.6 1.93 Ns | 113 565 | 1.69 6.33 The | 3h 27.2 10.4 1.95 x/3 7.90 3.95 171 4.36 The | 3/6 18.7 7.10 1.97 HSS8x3x!/2 | 11.7 781 | 115 | 964 | 5% | — | 343 | 174 1.70 xo 10.0 6.63 1.20 7.88 6% | — 28.5 14.0 1.73 Xhe 8.81 5.81 1.23 6.84 6% = 24.9 12.1 1./5 x/ 7.49 499 | 1.25 5.70 67 = 20.8 10.0 1.77 6 5.94 3.96 1.28 4,43 Tho| 2/6 16.2 7.68 1.78 Xx 4.20 2.80 1.31 3.07 The | 2h 11.3 5.27 1.80 — Indicates flat depth or width is too small to establish a workable flat 1-86 DIMENSIONS AND PROPERTIES Table 1-11 (continued) ELA Rectangular HSS Dimensions and Properties Y Design Axis X-X Wall [Nominal| Area, Shape Thick- Mt. A b/t ht ness, £ ! s r z in. 1b/ft in? in4 in$ in. in3 HSS6x4x 1/2 0.465 28.43 7.88 5.60 9.90 34.0 1.3 2.08 146 le 0.349 22.37 6.18 8.46 14.2 28.3 9.43 2.14 11.9 xi | 0.291 19.08 5.26 10.7 17.6 24.8 8.27 2.17 10.3 xa 0.233 15.62 4.30 14.2 22.8 20.9 8.96 2.20 8.53 xs | 0.174 11.97 3.28 20.0 31.5 16.4 5.46 2.23 6.60 xa 0.116 8.16 2.23 315 48.7 114 3.81 2.26 4.56 HSS6x3x 12 0.465 25.03 6.95 3.45 9.90 26.8 8.95 1.97 12.1 Xle 0,349 19.82 5.48 5.60 14.2 22.7 7.57 2.04 9.90 hs | 0.291 16.96 4.68 7.31 17.6 20.1 5.69 2.07 8.61 xa 0.233 13.91 3.84 9.88 22.8 17.0 5.66 2.10 7.19 x/6 | 0.174 10.70 2.93 14.2 31.5 13.4 4.47 2.14 5.59 x8 0.116 7.31 2.00 22.9 48.7 9.43 3.14 2.17 3.87 HSS6x2x%/8 0,349 17.27 4.78 2.13 14.2 17.1 35.1 1.89 793 hs | 0.291 14,83 4.10 3.87 17.6 15.3 5.11 1.93 6.95 xa 0.233 12.21 3.37 5.58 22.8 13.1 4.37 1.97 5.84 xs | 0.174 9.42 2.58 8.49 31.5 10.5 3.49 2.01 4,58 x8 0.116 6.46 1.77 14.2 48.7 7.42 2.47 2.05 3.19 HSS5x4x/2 | 0.465 | 25.03 | 6.95 5.60 775 | 21.2 8.49 1.75 | 109 le 0.349 19.82 5.48 8.46 11.3 17.9 7.17 1.81 8.96 xs | 0.291 16.96 4.68 10./ 14.2 15.8 5.32 1,84 1.19 xls 0.233 13.91 3.84 14.2 18.5 13.4 5.35 1.87 6.49 X/s | 0.174 10.70 2.93 20.0 25.7 10.6 4.22 1.90 5.05 xa 0.116 7.31 2.00 31.5 40.1 7.42 2.97 1.93 3.50 HSS5x3x1/2 0.465 21.63 6.02 3.45 7.75 16.4 6.57 1.65 8.83 Xle | 0,349 | 17.27 | 4.78 5.60 | 11.3 14.1 5.65 1.72 7.34 hs | 0.291 14,83 4.10 7.31 14.2 126 5.03 1.75 6.42 xa 0.233 12.21 3.3/ 9.88 18.5 10./ 4.29 1.18 5.38 xs | 0.174 9.42 2.58 14.2 25.7 8.53 3.41 1.82 4,21 x8 0.116 6.46 1.77 22.9 40.1 6.03 2.41 1.85 2.93 Note: For compactness criteria, refer to Table 1-12A.  DIMENSIONS AND PROPERTIES 1-87 Table 1-11 (continued) Rectangular HSS Dimensions and Properties HSS6-HSS5 Axis Y-Y Workable Flat Torsion Surface Shape 1 5 r Z | Depth | Width | y c Area in.4 in? in. in3 in. in. in in? tt HSS6x4xX"/2 178 8.89 | 150 110 Sa _ 40.3 17.8 1.53 pS 14.9 7A7 | 155 8.94 46 | 2% 32.8 14.2 1.57 xXh6 13.2 6.58 1.58 7.75 4/8 28 28.4 12.2 1.58 xXx 11.1 5.56 1.61 6.45 Lila 2 23.6 10.1 1.60 6 8.76 438 | 1.63 5.00 5 | 3/6 18.2 7.74 1.62 xs 6.15 3.08 | 166 346 56 | 3% 12.6 5.30 1.63 HSS6x3x 1/2 8.69 5.79 | 1.12 7.28 3 = 23.1 12.7 1.37 le 7.48 4399 | 1.17 6.03 4/6 | — 19.3 10.3 1.40 he 6.67 A45 1.19 5.27 45 = 16.9 8.91 1.42 xs 5.70 3.80 1.22 4.41 4le = 14.2 7.39 1.43 3 4.55 3.03 | 1.25 3.45 5 | 2/6 1.1 5.71 1.45 xls 3.23 215 | 1.27 240 56 | 2/6 7.73 3.93 1.47 HSS6x2x 8 2.7 2.77 | 0.760 3.46 4/6 | — 8.42 6.35 1.23 he 2.52 2.52 0.785 3.07 458 = 7.60 5.58 1.25 x/ 2.21 2.21 0.810 2.61 £/e = 6.55 4.70 1.27 xX<he 1.80 1.80 | 0.836 207 56 | — 5.24 3.68 1.28 x/3 1.31 1.31 0.861 1.46 56 | — 3.72 2.57 1.30 HSS5x4x/2 | 14.9 743 | 146 | 935 | 2% | — | 303 | 145 1.37 pS 126 6.30 | 1.52 7.67 3h | 2% 24.9 11.7 1.40 Xhe 11.1 5.57 1.54 6.6/ 3 2 z1./ 10.1 1.42 xY 9.46 A.73 157 5.57 3/e 2 18.0 8.32 1.43 hs 7.48 3.74 1.60 4.34 46 | 36 14.0 6.41 1.45 xs 5.27 264 | 1.62 3.01 4h | 3 9.66 4.39 1.47 HSS5x3x!/2 7.18 4.78 | 1.09 6.10 2 = 17.6 10.3 1.20 xl | 625 | 416 | 114 | 510 | 3%] — | 149 | 844 | 12 xXhe 5.60 3.73 1.17 4.48 3% = 13.1 7.33 1.25 x/ 4.81 3.21 1.19 3.11 3/8 = n./0 6.10 1,27 3 3.85 257 | 1.22 296 46 | 2% 8.64 4.73 1.28 x/3 2.75 1.83 1.25 207 Ah | 2/6 6.02 3.26 1.30 — Indicates flat depth or width is too small to establish a workable flat 1-88 DIMENSIONS AND PROPERTIES Table 1-11 (continued) ELA Rectangular HSS Dimensions and Properties Y Design Axis X-X Wall [Nominal| Area, Shape Thick- Mt. A b/t ht ness, £ ! s r z in. 1b/ft in? in4 in$ in. in3 HSS5x2"/2xV4 0,233 11.36 3.14 1.73 18.5 9.40 3.76 1.73 4,83 xs | 0.174 8.78 2.41 11.4 25.7 7.51 3.01 1.77 3.79 xa 0.116 6.03 1.65 18.6 40.1 5.34 2.14 1.80 2.65 HSS5x2x%/8 0,349 14.72 4.09 2.73 11.3 10.4 4,14 1.59 5.71 xo | 0.291 12,70 3.52 3.87 14.2 9.35 3.74 1.63 5.05 xs 0,233 10.51 2.91 5.58 18.5 8.08 3.23 1.67 4.27 xs | 0.174 8.15 2.24 8.49 25.7 6.50 2.60 1.70 3.37 x8 0.116 5.61 1.54 14.2 40.1 4.65 1.86 1.74 2.37 HSS4x3xVs | 0.349 14.72 | 4.09 5.60 8.46 7.93 3.97 1.39 5.12 x/6 | 0.291 12.70 3.52 7.31 10.7 7.14 3.57 1.42 4,51 xls 0,233 10.51 2.91 9.88 14.2 6.15 3.07 1.45 3.81 6 | 0.174 8.15 2.24 14.2 20.0 4.93 2.47 1.49 3.00 xl8 0.116 5.61 1.54 22.9 31.5 3.52 1.76 1.52 211 HSS4x2/0<V8 | 0.349 13.44 | 3.74 4.16 8.46 6.77 3.38 1.35 4,48 xs | 0.291 11.64 3.23 5.59 10.7 6.13 3.07 1.38 3.97 xa 0,233 9.66 2.67 7.73 14.2 5.32 2.66 1.41 3.38 x/6 | 0.174 7.51 2.06 11.4 20.0 4.30 2.15 1.44 2.67 xls | 0.116 5.18 | 142 | 186 31.5 3.09 1.54 1.47 1.88 HSS4x2x%/a 0.349 12.17 3.39 2.73 8.45 5.60 2.80 1.29 3.84 xs | 0.291 10.58 2.94 3.87 10.7 5.13 2.56 1.32 3.43 x/ | 0.233 8.81 | 244 5.58 | 142 4.49 2.25 1.36 2.94 xs | 0.174 6.87 1.89 8.49 20.0 3.66 1.83 1,39 2.34 xa 0.116 4.75 1.30 14.2 31.5 2.65 1.32 1.43 1.66 HSS3/22 Ye 0.349 12.17 3.39 416 7.03 4.75 2.72 1.18 3.59 xhs | 0.291 10.58 2.94 5.59 9.03 4.34 2.48 1.22 3.20 xa 0.233 8.81 2.44 773 120 3.79 2.17 1.25 274 xs | 0.174 6.87 1.89 11.4 17.1 3.09 1.76 1.28 2.18 xa 0.116 4.75 1.30 18.6 27.2 2.23 1.28 1.31 1.54 HSS31/2x2xV4 0.233 7.96 2.21 5.58 12.0 3.17 1.81 1.20 2.36 xs | 0.174 6.23 1.71 8.49 17.1 2.61 1,49 1.23 1,89 xa 0.116 4.33 1.19 14.2 27.2 1.90 1.09 1.27 1.34 Note: For compactness criteria, refer to Table 1-12A. DIMENSIONS AND PROPERTIES Table 1-11 (continued) Rectangular HSS Dimensions and Properties HSS3V2-HSS2 Axis Y-Y Workable Flat Torsion Surface Shape 1 s r z [Depth [Width | y c Arsa in.4 in? in. in3 in. in. in in? tt HSS31/2x1V/2x1/4 0.638 0.851| 0.569 1.06 2 _ 1.79 1.88 0.767 /s 0.544 0.725| 0.594 0.867 | 2Mhi5| — 1.49 1.51 0.784 xs | 0411 | 05e8| 0619 | 0630| 2%] — 1.09 | 108 | 0.800 HSS3x2V2x9/16 2.18 1.74 | 0,908 2.20 = = 4.34 3.39 0.833 xk | 193 | 154 | 0085 | 190 | — | — 3.74 | 287 | 0.850 xXhe 1.59 1.27 | 0.963 1.52 Phs| — 3.00 2.27 0.867 xs 1.16 0.931| 0.990 1.09 Yhs| — 2.13 1.59 0.883 HSS3x2x"/16 1.24 1.24 | 0.725 1.58 _ _ 2.87 2.60 0.750 xs 11 1.11 | 0.751 1.38 - - 2.52 2.23 0.767 ho | 0832 | 0932| 0778 | 112 | 2% | — 2.05 | 1.78 | 0.784 x/a 0.692 0.692| 0.804 0803 | 2/6| — 1.47 1.25 0.800 Hssax1Vx/ | 0543 | 0725| 0559 | 0911| 1 | — 144 | 158 | 0683 hs | 0467 | 0.622| 0.584 | 0752| 2% | — 121 | 128 | 0700 xl 0.355 0.474| 0.610 0550 | 2/6 | — 0.886 | 0.920 0.717 HSS3x1x3/16 0.173 0.345| 0.380 0432 | Me | — 0.526 0.792 0.617 x/3 0.138 0.276| 0.405 0325 | 26| — 0.408 0.585 0.633 HSS21/2x2x!/4 0.930 0.930| 0.731 1.17 - - 1.90 1.82 0.683 ST 0.786 0.786| 0.758 0.956 1.55 1.46 0.700 xa | 0589 | 0589| 0.785 | 069% | — | — 112 | 10 | 0717 HSS21/2x1V2x1/4 0.449 0.599| 0.546 0.764 | — - 1.10 1.29 0.600 ho | 0390 | 0520| 0572 | 0636 | — | — 0.929| 1.05 | 0617 xs 0.300 0.399| 0.597 0469| — = 0.687 0.759 0.633 HsS2adx/s | 0.143 | 0285| 0374 | 0360| — | — 0.412| 0648| 0.534 xs 0.115 0.230| 0.399 0274| — _ 0.322 0.483 0.550 HsS2Vx2x/N6 | 0.713 | 0713| 0.747 | 0817 | — | — 132 | 130 | 0659 xs 0.538 0.538| 0.774 0639| — = 0.957 0.927 0.675 HSS2x1V2x%/16 0.313 0.417| 0.554 0521| — _ 0.664 0.822 0.534 xs 0.244 0.325| 0.581 0.389 | — - 0.496 | 0.599 0.550 HSS2x1x%/6 0.112 0.225| 0.365 0288 | — = 0.301 0.505 0.450 xs 0.0922| 0.184| 0.390 0.223| — _ 0.238 0.380 0.467 — Indicates flat depth or width is too small to establish a workable flat 1-92 DIMENSIONS AND PROPERTIES Table 1-12 Square HSS Lo — A Dimensions and Properties HSS16-HSS8 : Design . Wall | Nom- Area, Work- Torsion Sur- Sh Thick-| inal [*,* Lis | ro] zo able face Pee, pili Flat | y | Cc | Area in. | lb/ft | in? in“ [ in3 | in | im3 | im | in% | in3 | sente HsS16x16x%%!8 | 0.581 |127.37|35.0 [24.5 [24.5 [1370 [171 6.25 [200 [13% [2170 [276 5.17 xlV2 |0.465|103.30|28.3 [31.4 [31.4 [1130 [141 6.31 [164 [13% [1770 [22% 5.20 X/g (0,349| 78.52|21.5 [42.8 [428 | 873 [109 6.37 [126 |14%6 [1350 [171 5.23 x3h6 0,291| 65.87|18.1 [52.0 [520 | 739 | 923 [6.39 [106 [14% [1140 [144 5.25 HSS14x14x5/s | 0.581|110.25|30.3 [21.1 [21.1 | 897 [128 5.44 (151 11316 [1430 [208 4.50 x!/z 10.465| 82.68/24.6 [27.1 [27.1 | 743 [106 [5.49 [124 [11% [1170 [170 4.53 xls |(0.349| 68.31|18.7 [37.1 [37.1 | 577 | 825 [5.55 | 05.4 [1256 | 900 [130 4.57 x%/6| 0.291| 57.36|15.7 [45.1 [45.1 | 490 | 69.9 [5.58 | 80.5 [12% | 759 [109 4.58 HsS12x12x"/s | 0.581| 93.34/25.7 [17.7 [17.7 | 548 | 914 | 4.62 [109 | 9%6|885 [151 | 3.83 x/2 (0,465| 76.07|20.9 [22.8 [228 | 457 | 762 | 4.68 | 89.6 | Ma | 728 [123 3.87 x/e |0,349| 58,10/16.0 [31.4 [31.4 | 357 | 595 | 4.73 | 69.2 [10% | 561 94.6 | 3.90 x5ho 0.291| 48.86|13.4 [38.2 [38,2 | 304 | 50.7 | 4.76 | 58.6 [10% | 474 79.7 | 3.92 xls [(0.233| 39.43|10.8 |48.5 [48.5 | 248 | 41.4 | 4.79 | 47.6 [1072 | 384 64,5 | 393 x3he 0,174| 20.81| 8.15|66.0 [66.0 | 189 | 31.5 | 4.82 | 36.0 [113/16 | 290 48.6 | 3.95 HSS10x10x'/8 |0.581| 76.33|21.0 [14.2 [14.2 | 304 | 60.8 [3.80 | 73.2 | 796 | 498 [102 3.17 xV2 (0.465| 62.46|17.2 [18.5 [18.5 | 256 | 51.2 [3.86 | 60.7 | 7 | 412 84.2 | 3.20 xs (0,349| 47.90/13.2 [25.7 [25.7 | 202 | 404 [3.92 | 47.2 | 8% | 320 64.8 | 3.23 he 0.291| 40.35/11.1 [31.4 [31.4 | 172 | 345 [3.94 | 40.1 | 8% | 271 | 54.8 | 3.25 xV/4 |(0.233| 32.63| 8.96/39.9 [39.9 | 141 | 28.3 [3.97 | 32.7 | 87 | 220 44,4 | 3.27 xXh6 0,1/4| 24.73| 6./6/54.5 [54,5 | 108 | 216 | 4.00 | 24.8 | 9% | 167 33.6 | 3.28 HSS9x9x%/8 | 0.581| 67.82118.7 [12.5 [125 | 216 | 47.9 [3.40 | 58.1 | 6%6 | 356 | 81.6 | 283 x/2 (0,465| 55.65/15.3 |16.4 [16.4 | 183 | 406 [3.45 | 48.4 | 6. | 296 67.4 | 2.87 xls (0.349| 42.79|11.8 [22.8 [228 | 145 | 322 [3.51 | 37.8 | 7%6 | 231 52.1 | 290 xóhe| 0.291| 36.10| 9.92|27.9 [27.9 | 124 | 27.6 [3.54 | 32.1 | 7% | 196 44.0 | 2.92 xls (0.233| 29.23| 8.03/35.6 [35.6 | 102 | 22.7 [3.56 | 26.2 | 7/a | 159 | 35.8 | 2.93 x3he 0,174| 22.18| 6.06|48.7 [48.7 78.2| 17.4 [3.59 | 20.0 | 8% | 121 27.1 | 2.95 x/8 (0,116| 14.96| 4.09//4.6 [74.6 535| 119 [3.62 | 13.6 | 8716 | 820| 18.3 | 297 HSS8x8x"/8 | 0.581| 59.32|16.4 [10.8 [10.8 | 146 | 365 [2.99 | 44,7 | 5% | 244 63.2 | 250 xY2 (0.465| 48.85/13.5 [14.2 [14.2 | 125 | 31.2 [3.04 | 37.5 | 5%. | 204 52.4 | 2.53 xls |0.349| 37.69/10.4 [19.9 [19.9 | 100 | 249 [3.10 | 29,4 | 66 | 160 | 40.7 | 2.57 x3h6 0.291| 31.84| 8.76|24.5 [24,5 85.6| 21.4 [3.13 | 25.1 | 6% | 136 34,5 | 2.58 x!a 10,233| 25.82| 7.10/31.3 [31.3 | 70.7| 17.7 [3.15 | 20.5 | 678 | 111 28.1 | 2.60 x3h6|0.174| 18.63| 5.37|43.0 [43.0 54.4| 136 [3.18 | 15.7 | 76 | 84.5| 21.3 | 2.62 X/e [0.116| 13.26| 3.62|66.0 [66.0 37.4| 934|3.21 | 10.7 | 76 | 573| 14.4 | 2.63 Note: For compactness criteria, refer to Table 1-12A.  DIMENSIONS AND PROPERTIES 1-93 Table 1-12 (continued) -— il Square HSS )) Dimensions and Properties : HSS7-HSS4V2 'Design| . Wall | Nom- | pyg,, Work-| Torsion Sur- Sh Thick-| ¡nal A , I Ss r Z | able face ape ross, | WA, Dt] it Flat | y | Cc | Area in | lb/ft 2 in4 | in3 in. in.5 in. in 4 in.S | ft2t HSS7x7x*/8 |0.581| 50.81|14.0 | 9.05| 9.05| 93.4 | 26.7 |2.58 | 33.1 | 4%6 | 158 41.1 (217 xl/2 (0.465| 42.05/11.6 [12.1 [12.1 | 80.5 | 23,0 [2.63 | 27.9 | 4%a | 133 39.3 | 2.20 X/g (0.349| 32.58| 8.97|17.1 [17.1 | 65.0 | 186 [2.69 | 221 | 5%6| 105 30.7 | 2.23 x3he6 0,291| 27.59| 7.59/21.1 [21.1 | 56.1 | 160 [2.72 | 18.9 | 5%e 89.7 | 26.1 | 225 xl/s (0.233| 22.42| 6.17|27.0 [27.0 | 46.5 | 133 [2.75 | 15.5 | 578 735 | 21.3 | 2.27 x3h6|0.174| 17.08| 4.67/37.2 [37.2 | 36.0 | 103 [2.77 | 11.9 | 6%6| 561 | 16.2 | 228 x/s (0,116| 11.56| 3.16|57.3 [57.3 | 24.8 7.09| 2.80 8.13| 616 | 382 | 11.0 | 2.30 HSS6x6x"/8 |/0.581| 42.30/11.7 | 7.33| 7.33| 55.2 | 184 [2.17 | 23.2 | 3M6 | 94.9 | 33.4 | 1.83 xl/2 (0,465| 35.24| 9.74| 9.90| 9.90| 48.3 | 16.1 [2.23 | 19.8 | 3%a 81.1 | 28,1 | 1.87 X/e (0,349| 27.48| 7.58/14.2 [14.2 | 39.5 | 132 [2.28 | 15.8 | 4%6| 646 | 22.1 | 1.90 x3h6|0.291| 23.34| 6.43|17.6 [17.6 | 34.3 | 11.4 [2.31 | 13.6 | 4% 55.4 | 18.9 | 1.92 xl/4 (0.233| 19.02| 5.24/22.8 [22.8 | 28.6 954| 2.34 | 11.2 | 4% 456 | 15.4 | 1.93 x3he 0,174| 14,53| 3.98|31.5 [31.5 | 223 742| 2.37 863| 5% | 350 | 11.8 | 1.95 xs (0,116| 2.85| 2.70/48.7 [48.7 | 15.5 5.15| 2.39 5.92| 516 | 239 8.03| 1.97 HSS52x5'/2é/8 | 0.349| 24.93| 6.88/12.8 [12.8 | 29.7 | 108 | 2.08 | 13.1 | 3/1w5| 490| 18.4 | 1.73 xóhs 0.291| 21.21| 5.85|15.9 [15.9 | 25.9 9.43| 2.11 | 11.3 | 4 422 | 15.7 [1.75 Xl/4 (0.233| 17.32| 4.77/20.6 [20.6 | 21.7 7.90| 2.13 9.32| 4% 348 | 12.9 | 1.77 x3h6 0.174| 13.25| 3.63|28.6 [28.6 | 17.0 6.17/2.16 7.19] 4Mw| 267 9.85| 1.78 x/f8 (0,116| 2.01| 2.46/44.4 [44.4 | 11.8 4.30| 2.19 4.95) 418/5| 18,3 6.72| 1.80 HSSox5x/2 (0.465| 28.43| /.88| 7.15| 7./5| 26.0 | 104 [1.82 | 13.1 | 2% 44.6 | 18./ | 1.53 xl (0,349| 22.37| 6.18/11.3 [11.3 | 21.7 8.68| 1.87 | 10.5 | 3%6| 36,1 | 14.9 | 1.57 x2h6 0.291| 19.08| 5.26/14.2 [14.2 | 19.0 7.62| 1.90 9.16| 3% 312 | 12.8 | 1.58 xs (0,233| 15.62| 4.30/18.5 [18.5 | 16.0 6.41| 1.93 7.51 38 258 | 10.5 | 1.60 xs 0,174| 11.97| 3.28|25.7 [25.7 | 12.6 5.03| 1.96 5.89] 416 | 199 8.08| 1.62 xa (0.116| 8.16| 2.23|40.1 [40.1 8.80| 352| 1.99 4.07| 46 | 137 5.53| 1.63 HSS41/2x4'/2x1/2 |0.465| 25.03| 6.95| 6.68| 6.68| 18.1 8.03| 1.61 10.2 | 214 313 | 14.8 | 1.37 xls (0.349| 19.82| 5.48| 9.89| 9.89| 15.3 6./9| 1.67 8.36 2/15| 25./ | 11.9 | 1.40 x3h6|0.291| 16.96| 4.68/12.5 [12.5 | 13.5 6.00| 1.70 7.27| 3Ve 223 | 10.2 | 1.42 xls (0,233| 13.91| 3.84/16.3 [16.3 | 11.4 5.08| 1.73 6.06| 3% 18.5 8.44| 1.43 x3h6 0,174| 10.70| 2.93|22.9 [22.9 9.02| 4.01| 1.75 4.71| 3U/5| 144 6.49| 1.45 xa (0,116| 7.31| 2.00|35.8 [35.8 6.351 282| 1.78 3.271 31/15 992 4.45| 1.47 Note: For compactness criteria, refer to Table 1-12A. 1-96 DIMENSIONS AND PROPERTIES Table 1-13 Round HSS Dimensions and Properties HSS20-HSS10 Design . > ness, 21 WE J c in. | Ibñt | in? inó_[ in2 | im | in2 | i% | m2 HSS20x0.500 | 0.465 | 104.00 | 28.5 43.0 [1360 136 6.91 |177 2720 272 x0.375l| 0.249 | 78.67 | 21.5 57.3 [1040 104 6.95 [135 2080 208 HSS18x0.500 | 0.465 | 93.54 | 25.6 38.7 | 985 109 6.20 [143 1970 219 Xx0.375'| 0.349 | 70.66 | 19.4 51.6 | 754 83.8 6.24 [109 1510 168 HSS16x0.625 | 0.581 | 103.00 | 281 27.5 | 838 105 5.46 [138 1680 209 x0.500 | 0.465 | 82.85 | 22.7 34.4 | 685 85.7 5.49 |112 1370 1m x0.438 | 0.407 | 72.87 | 199 39.3 | 606 758 5.51 99.0 [1210 152 x0.375 | 0.349 | 62.64 | 17.2 45.8 | 526 65.7 5.53 | 85.5 [1050 131 x0.312'| 0.291 | 52.32| 144 | 55.0 | 443 55.4 | 5.55 | 71.8 | 888 [111 x0.250| 0,233 | 42.09 | 115 68.7 | 359 44.8 5.58 57.9 717 89.7 HSS14x0.625 | 0.581 | 89.36 | 24.5 24.1 | 552 78.9 4.75 [105 1100 158 x0.500 | 0.465 | 7216| 198 30.1 | 453 648 479 852 907 130 x0.375 | 0.349 | 54.62 | 15.0 40.1 349 49.8 4.83 65.1 698 100 x0.312 | 0.291 | 45.65| 125 | 48.1 | 295 421 | 485 | 54.7 | 589 84.2 x0.250'| 0.233 | 36.75 | 10.1 60.1 | 239 34.1 4.87 | 44.2 478 68.2 HSS12.750x0.500 | 0.465 | 65.48 | 17.9 27.4 | 339 53.2 4.35 | 70.2 678 106 x0.375 | 0,349 | 49.61| 136 36,5 | 262 410 4.39 53.7 523 821 x0.250'| 0.233 | 33.41 | 9.16 | 54.7 | 180 28.2 4.43 36.5 359 56.3 HSS10,/50x0.500 | 0.465 | 54./9| 15.0 23.1 199 3/0 3.54 49.2 398 14,1 x0.375 | 0.349 | 41.59 | 11.4 30.8 | 154 28.7 3.58 37.8 309 57.4 Xx0.250 | 0.233 | 28.06 | 7.70 | 46.1 106 19.8 3.72 | 25.8 213 39.6 HSS10x0.625 | 0.581 | 62.64 | 17.2 172 | 191 38.3 3.34 | 51.6 383 76.6 x0.500 | 0.465 | 50.78 | 13.9 21.5 | 159 31.7 3.38 | 42.3 317 63.5 Xx0.375 | 0.349 | 38.58 | 106 | 28.7 | 123 24.7 [3:41 | 325 | 247 49.3 x0.312 | 0.291 | 32.31 | 888 | 34,4 | 105 20.9 3.43 27.4 209 41.9 X0.250 | 0,233 | 26.06| 7.15 | 429 85.3 171 3.45 22.2 ví 34.1 x0.188| 0.174 | 19,72 | 537 | 57.5 64.8 13.0 3.47 16.8 130 25.9 Y Shape exceeds compact limit for flexure with E,= 42 ksi,  DIMENSIONS AND PROPERTIES 1-97 Table 1-13 (continued) Round HSS Dimensions and Properties HSS9.625- HSS6.875 Design . . Wall nom Area, ; ; , 2 Torsion Shape Thiok- | 7 c ness, £ in. lo/ft in? in 4 in. in. in? in4 in? HSS9.625x0.500 | 0.465 | 48.77 | 134 20.7 | 141 29.2 3.24 39.0 281 58.5 x0.375 | 0.349 | 37.08 | 10.2 27.6 | 110 22.8 3.28 30.0 219 45.5 x0.312 | 0.291 31.06| 853 | 33.1 93.0 19.3 3.30 25.4 186 38.7 x0.250 | 0.233 | 25.08| 687 | 41.3 75.9 15.8 3.32 20.6 152 31.5 x0.188'| 0.174 | 18.97 | 5.17 | 55.3 57.7 12.0 3.34 15.5 15 24.0 HSS8.625x0.625 | 0.581 | 53.45 | 14.7 148 | 119 27.7 2.85 37.7 239 55.4 x0.500 | 0.465 | 43.43 | 119 18.5 | 100 23.1 2.89 31.0 199 46.2 X0.375 | 0.349 | 33.07 | 907 | 24.7 71718 18.0 2.93 23.9 156 36.1 x0,322 | 0.300 | 28.58| 785 | 28,8 68.1 15.8 2.95 20.8 136 31.6 x0.250 | 0.233 | 22.38| 6.14 | 37.0 54.1 125 2.97 16.4 108 25.1 x0.188| 0.174 | 16.9058| 462 | 49.6 41.3 9.57 | 2.99 12.4 82.5 19.1 HSS7.625x0.275 | 0.349 | 29.05| 7.98 | 21.8 52.9 13.9 2.58 18.5 106 27.8 x0.328 | 0.305 | 25.59| 7.01 | 25.0 471 123 2.59 16.4 94.1 24.7 HSS7.500x0.500 | 0.465 | 37.42 | 103 | 161 | 639 | 170 | 249 | 230 | 128 | 341 x0.375 | 0.349 | 28.56| 7.84 | 21.5 50.2 13.4 2.53 17.9 100 26.8 x0.312 | 0,291 | 23.97 | 659 | 25.8 42.9 11.4 2.55 15.1 85.8 22.9 x0.250 | 0,233 | 19.38| 532 | 32.2 35.2 9.37 | 2.57 12.3 70.3 18.7 x0.188 | 0.174 | 14.70| 400 | 431 | 269 | 7:17 | 259 | 934 | 538 | 143 HSS7x0.500 | 0.465 | 34.74| 955 | 15.1 51.2 146 2.32 19.9 102 29.3 x0.375 | 0.349 | 26.55| 7.29 | 20.1 40.4 116 2.35 15.5 80.9 23.1 xo.312 | 0291 | 2231| 6:13 | 241 | 346 | 988 | 237 | 13.1 | 691 | 198 x0.250 | 0.233 | 18.04| 495 | 30.0 28.4 8.11 2.39 10.7 56.8 16.2 x0.188 | 0,174 | 13.69| 3.73 | 40.2 21.7 621 | 2.41 8.11 43.5 12,4 x0.125| 0.116 9.19| 251 | 60.3 14.9 4.25 | 2.43 5.50 29.7 8.49 HSS6.875x0.500 | 0.465 | 34.07 | 936 | 14.8 48.3 14.1 2.27 19.1 96.7 28.1 X0.375 | 0.349 | 26.06| 7.16 | 19.7 38.2 111 2.31 14.9 76.4 222 x0.312 | 0.291 21.89| 6.02 | 23.6 32.7 9.51 2.33 12.6 65,4 19.0 x0.250 | 0,233 | 17.71| 486 | 29.5 26.8 781 | 2.35 10.3 53.7 15.6 x0.188 | 0.174 | 13.44 | 3.66 | 39.5 20.6 5.99 | 2.37 7.81 41.1 12.0 Y Shape exceeds compact limit for flexure with E,= 42 ksi, 1-93 DIMENSIONS AND PROPERTIES Table 1-13 (continued) Round HSS Dimensions and Properties HSS6.625- HSS5 Design - o mal ay | Aroa, 1 sl rlz Pro Shape Thick- we. A DIt J c ness, £ in. lo/ft in2 in in in. inó in4 ini HSS6.625x0.500 | 0.465 | 32.74| 9.00 | 14.2 42.9 13.0 2.18 17.7 85.9 25.9 x0.432 | 0.402 | 28.60 | 7.86 | 16.5 38.2 11.5 2.20 15.6 76.4 23.1 X0.375 | 0.349 | 25.06| 688 | 19.0 34.0 10.3 2.22 13.8 68.0 20.5 x0.312 | 0.291 | 21.08| 5.79 | 228 29.1 8.79 | 2.24 11.7 58,2 17.6 x0.280 | 0.260 | 18.99 | 5.20 | 25.5 26.4 796 | 2.25 10.5 52.7 15.9 x0.250 | 0.233 | 17.04| 468 | 284 239 722 | 2.26 9.52 47.9 144 x0.188 | 0,174 | 12.94 | 3.53 | 38,1 18.4 5.54 | 2.28 7.24 36.7 11.1 x0.125'| 0.116 8.69| 237 | 57.1 12.6 3.79 | 2.30 4.92 25.1 7.59 HSS6x0.500 | 0.465 | 29,40 | 8.09 | 129 31.2 10.4 1.96 14.3 62,4 20.8 X0.375 | 0.349 | 22.55| 620 | 17.2 248 8.28 | 2.00 11.2 49.7 16.6 x0.312| 0.291 | 18.97 | 522 | 20.6 21.3 Ta | 2.02 9.49 42.6 14.2 x0.280 | 0.260 | 17.12| 4.69 | 23.1 19.3 6.45 | 2.03 8.57 38.7 12.9 x0.250 | 0.233 | 15.37| 422 | 258 17.6 586 | 2.04 775 35.2 117 x0.188 | 0,174 | 11.68| 3.18 | 34.5 13.5 451 | 2.06 5.91 27.0 9.02 x0.125'| 0.116 | 7.85| 2:14 | 51.7 9.28 3.09 | 2.08 4.02 | 18.6 6.19 HSS5.563x0.500 | 0.465 | 27.06 | 7.45 | 12.0 24.4 8.77 | 1.81 12.1 48.8 17.5 X0.375 | 0.349 | 20.80 | 5.72 | 15.9 19.5 7.02 | 1.85 9.50 39.0 14.0 x0.258 | 0.240 | 1463| 401 | 232 142 5.12 | 1.88 6.80 28.5 10.2 x0.188 | 0.174 | 10.80 | 295 | 32.0 10.7 3.85 | 1.91 5.05 21,4 7.70 x0.134 | 0.124 778| 212 | 449 7.84 282 | 1.92 3.67 157 5.64 HSS5.5000.500 | 0.465 | 26.73| 7.36 | 11.8 23.5 8.55 | 1.79 11.8 47.0 171 X0.375 | 0.349 | 20.55| 565 | 158 18.8 6.84 | 1.83 9.27 37.6 13.7 x0.258 | 0.240 | 14.46 | 397 | 229 13.7 5.00 | 1.86 6.64 27.5 10.0 HSS5x0.500 | 0.465 | 24.05 | 662 | 10.8 17.2 6.88 | 1.51 9.60 34,4 13.8 Xx0.375 | 0.349 | 18.54| 5.10 | 143 | 139 5.55 | 1.55 756 | 27.7 | 111 x0.312 | 0.291 | 15.64| 430 | 17.2 12.0 4.79 | 1.67 6.46 24,0 9.58 X0.258 | 0.240 | 13.08| 359 | 208 10.2 4.08 | 1.69 5.44 20.4 8.15 x0.250 | 0.233 | 12.69| 3.49 | 21.5 9.94 3.97 | 1.69 5.30 19.9 7.95 x0.188 | 0.174 9.67 | 264 | 28.7 7.69 3.08 | 1.71 4.05 15.4 6.15 x0.125 | 0.116 6.51 | 1.78 | 43.1 5.31 2:12 | 1.73 2.77 10.6 4,25 Y Shape exceeds compact limit for flexure with E,= 42 ksi,