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www.SSMA.com 7Complies With 2009, 2012 and 2015 IBC <br />Table Notes <br />Section Design Thickness (in) <br />Fy (ksi) <br />Gross Properties Effective Properties Torsional Properties Lu (in)Area (in2)Weight (lb/ft)lx (in4)Sx (in3)Rx (in)Iy (in4)Ry (in)Ixe (in4)Sxe (in3)Mal (in-k)Mad (in-k)Vag (lb)Vanet (lb)Jx1000 (in4)Cw (in6)Xo (in)m (in)Ro (in)ß <br />162S125-18 0.0188 33 0.080 0.27 0.038 0.046 0.686 0.016 0.447 0.034 0.031 0.61 0.65 302 100 0.009 0.009 -1.029 0.594 1.315 0.388 29.0 <br />162S125-27 0.0283 33 0.120 0.41 0.056 0.068 0.682 0.023 0.443 0.055 0.053 1.05 1.14 494 106 0.032 0.013 -1.017 0.587 1.302 0.390 29.1 <br />162S125-30 0.0312 33 0.131 0.45 0.061 0.075 0.681 0.026 0.441 0.060 0.060 1.19 1.29 543 106 0.043 0.014 -1.014 0.585 1.298 0.390 29.2 <br />162S125-33 0.0346 33 0.145 0.49 0.067 0.083 0.679 0.028 0.440 0.066 0.069 1.37 1.48 601 105 0.058 0.016 -1.010 0.583 1.294 0.391 29.2 <br />250S125-18 0.0188 33 0.097 0.33 0.099 0.079 1.014 0.019 0.439 0.089 0.059 1.17 1.03 258 196 0.011 0.023 -0.904 0.543 1.427 0.599 29.0 <br />250S125-27 0.0283 33 0.144 0.49 0.147 0.118 1.009 0.027 0.434 0.144 0.097 1.92 1.83 685 344 0.039 0.034 -0.893 0.536 1.416 0.602 28.9 <br />250S125-30 0.0312 33 0.159 0.54 0.161 0.129 1.008 0.030 0.433 0.159 0.110 2.17 2.09 832 378 0.052 0.037 -0.889 0.534 1.412 0.603 28.9 <br />250S125-33 0.0346 33 0.176 0.60 0.178 0.142 1.006 0.033 0.431 0.175 0.125 2.48 2.41 975 399 0.070 0.040 -0.885 0.532 1.408 0.605 28.9 <br />250S125-43 0.0451 33 0.227 0.77 0.228 0.182 1.001 0.041 0.426 0.225 0.177 3.49 3.43 1265 394 0.154 0.050 -0.873 0.525 1.396 0.608 28.9 <br />250S125-54 0.0566 33 0.280 0.95 0.277 0.222 0.994 0.049 0.419 0.277 0.218 4.98 2 5.07 1553 373 0.299 0.060 -0.859 0.518 1.379 0.612 26.8 <br />250S125-54 0.0566 50 0.280 0.95 0.277 0.222 0.994 0.049 0.419 0.274 0.209 6.25 6.17 2353 565 0.299 0.060 -0.859 0.518 1.379 0.612 23.3 <br />250S125-68 0.0713 33 0.345 1.18 0.334 0.267 0.984 0.057 0.408 0.334 0.266 6.30 2 6.32 1891 342 0.585 0.072 -0.839 0.508 1.356 0.617 26.5 <br />250S125-68 0.0713 50 0.345 1.18 0.334 0.267 0.984 0.057 0.408 0.334 0.262 7.84 8.01 2866 519 0.585 0.072 -0.839 0.508 1.356 0.617 23.3 <br />350S125-18 0.0188 33 0.115 0.39 0.215 0.123 1.366 0.021 0.423 0.203 0.072 1.42 1.47 180 159 0.014 0.050 -0.797 0.495 1.637 0.763 28.8 <br />350S125-27 0.0283 33 0.173 0.59 0.320 0.183 1.361 0.030 0.418 0.315 0.130 2.57 2.65 614 359 0.046 0.072 -0.787 0.489 1.627 0.766 28.7 <br />350S125-30 0.0312 33 0.190 0.65 0.351 0.201 1.359 0.033 0.417 0.346 0.150 2.96 3.04 824 436 0.062 0.079 -0.784 0.487 1.624 0.767 28.6 <br />350S125-33 0.0346 33 0.210 0.72 0.387 0.221 1.358 0.036 0.415 0.382 0.175 3.45 3.53 1024 487 0.084 0.087 -0.780 0.485 1.620 0.768 28.6 <br />350S125-43 0.0451 33 0.272 0.93 0.498 0.284 1.352 0.046 0.410 0.495 0.258 5.10 5.11 1739 631 0.184 0.109 -0.769 0.479 1.609 0.771 28.4 <br />350S125-54 0.0566 33 0.337 1.15 0.608 0.348 1.344 0.055 0.402 0.608 0.328 6.49 6.87 2253 633 0.360 0.131 -0.755 0.471 1.593 0.775 28.4 <br />350S125-54 0.0566 50 0.337 1.15 0.608 0.348 1.344 0.055 0.402 0.604 0.308 9.22 9.25 3372 947 0.360 0.131 -0.755 0.471 1.593 0.775 22.9 <br />350S125-68 0.0713 33 0.417 1.42 0.739 0.422 1.332 0.064 0.391 0.737 0.409 9.67 2 9.98 2774 592 0.706 0.156 -0.737 0.462 1.571 0.780 25.7 <br />350S125-68 0.0713 50 0.417 1.42 0.739 0.422 1.332 0.064 0.391 0.737 0.400 11.97 12.54 4202 897 0.706 0.156 -0.737 0.462 1.571 0.780 22.8 <br />362S125-18 0.0188 33 0.118 0.40 0.234 0.129 1.409 0.021 0.421 0.221 0.075 1.48 1.52 173 163 0.014 0.054 -0.786 0.490 1.667 0.778 28.8 <br />362S125-27 0.0283 33 0.176 0.60 0.347 0.192 1.404 0.031 0.416 0.342 0.135 2.67 2.75 592 370 0.047 0.079 -0.776 0.484 1.657 0.781 28.6 <br />362S125-30 0.0312 33 0.194 0.66 0.381 0.210 1.402 0.033 0.415 0.376 0.156 3.08 3.17 794 449 0.063 0.086 -0.773 0.482 1.654 0.782 28.6 <br />362S125-33 0.0346 33 0.215 0.73 0.421 0.232 1.400 0.037 0.413 0.415 0.182 3.59 3.67 1024 521 0.086 0.094 -0.769 0.480 1.650 0.783 28.5 <br />362S125-43 0.0451 33 0.278 0.95 0.540 0.298 1.395 0.046 0.408 0.537 0.269 5.31 5.33 1739 676 0.188 0.118 -0.758 0.473 1.639 0.786 28.4 <br />362S125-54 0.0566 33 0.344 1.17 0.661 0.365 1.386 0.055 0.400 0.661 0.343 6.78 7.19 2341 705 0.367 0.142 -0.744 0.466 1.623 0.790 28.3 <br />362S125-54 0.0566 50 0.344 1.17 0.661 0.365 1.386 0.055 0.400 0.656 0.321 9.62 9.65 3372 1016 0.367 0.142 -0.744 0.466 1.623 0.790 22.8 <br />362S125-68 0.0713 33 0.426 1.45 0.803 0.443 1.374 0.065 0.389 0.802 0.430 8.51 8.76 2884 662 0.721 0.169 -0.726 0.457 1.602 0.795 28.2 <br />362S125-68 0.0713 50 0.426 1.45 0.803 0.443 1.374 0.065 0.389 0.802 0.418 12.52 13.11 4370 1004 0.721 0.169 -0.726 0.457 1.602 0.795 22.7 <br />400S125-18 1 0.0188 33 0.125 0.42 0.294 0.147 1.536 0.021 0.414 0.281 0.083 1.64 1.68 156 156 0.015 0.068 -0.754 0.475 1.760 0.816 28.7 <br />400S125-27 0.0283 33 0.187 0.64 0.438 0.219 1.531 0.031 0.410 0.431 0.151 2.97 3.07 533 398 0.050 0.098 -0.744 0.469 1.751 0.819 28.5 <br />400S125-30 0.0312 33 0.206 0.70 0.481 0.240 1.529 0.034 0.408 0.474 0.174 3.44 3.53 715 484 0.067 0.107 -0.741 0.467 1.748 0.820 28.5 <br />400S125-33 0.0346 33 0.228 0.77 0.531 0.265 1.527 0.038 0.407 0.524 0.203 4.01 4.10 976 595 0.091 0.118 -0.738 0.465 1.744 0.821 28.4 <br />400S125-43 0.0451 33 0.295 1.00 0.682 0.341 1.521 0.048 0.402 0.680 0.301 5.96 5.99 1739 810 0.200 0.148 -0.727 0.459 1.733 0.824 28.2 <br />400S125-54 0.0566 33 0.365 1.24 0.835 0.418 1.512 0.057 0.394 0.835 0.387 7.65 8.12 2603 944 0.390 0.178 -0.713 0.451 1.718 0.828 28.1 <br />400S125-54 0.0566 50 0.365 1.24 0.835 0.418 1.512 0.057 0.394 0.830 0.361 10.81 10.87 3372 1223 0.390 0.178 -0.713 0.451 1.718 0.828 22.7 <br />400S125-68 0.0713 33 0.452 1.54 1.017 0.509 1.499 0.066 0.383 1.015 0.492 9.72 10.05 3215 895 0.767 0.213 -0.695 0.442 1.696 0.832 28.0 <br />400S125-68 0.0713 50 0.452 1.54 1.017 0.509 1.499 0.066 0.383 1.015 0.474 14.18 14.84 4871 1356 0.767 0.213 -0.695 0.442 1.696 0.832 22.5 <br />550S125-18 1, 3 0.0188 33 0.153 0.52 0.630 0.229 2.029 0.023 0.390 ------0.018 0.140 -0.651 0.423 2.166 0.910 22.9 <br />550S125-27 0.0283 33 0.229 0.78 0.938 0.341 2.023 0.034 0.385 0.898 0.246 4.86 4.26 382 382 0.061 0.205 -0.641 0.417 2.157 0.912 27.9 <br />550S125-30 0.0312 33 0.252 0.86 1.031 0.375 2.021 0.037 0.384 0.996 0.286 5.65 4.95 512 512 0.082 0.224 -0.639 0.415 2.154 0.912 27.9 <br />550S125-33 0.0346 33 0.279 0.95 1.139 0.414 2.019 0.041 0.382 1.111 0.335 6.62 5.78 699 699 0.112 0.246 -0.635 0.413 2.151 0.913 27.8 <br />550S125-43 0.0451 33 0.362 1.23 1.468 0.534 2.013 0.052 0.377 1.458 0.500 9.88 8.61 1550 1199 0.246 0.309 -0.625 0.407 2.141 0.915 27.6 <br />550S125-54 0.0566 33 0.450 1.53 1.805 0.656 2.002 0.061 0.369 1.805 0.647 12.79 11.92 2739 1666 0.481 0.374 -0.613 0.401 2.126 0.917 27.3 <br />550S125-54 0.0566 50 0.450 1.53 1.805 0.656 2.002 0.061 0.369 1.791 0.606 18.13 15.75 3093 1881 0.481 0.374 -0.613 0.401 2.126 0.917 22.1 <br />550S125-68 0.0713 33 0.559 1.90 2.209 0.803 1.987 0.072 0.358 2.205 0.801 18.94 2 18.59 4347 2057 0.948 0.448 -0.597 0.392 2.106 0.920 24.6 <br />550S125-68 0.0713 50 0.559 1.90 2.209 0.803 1.987 0.072 0.358 2.205 0.791 23.68 21.98 5350 2532 0.948 0.448 -0.597 0.392 2.106 0.920 21.8 <br />600S125-18 1, 3 0.0188 33 0.162 0.55 0.778 0.259 2.189 0.024 0.382 ------0.019 0.172 -0.623 0.408 2.308 0.927 22.7 <br />600S125-27 1 0.0283 33 0.243 0.83 1.160 0.387 2.183 0.035 0.377 1.097 0.271 5.35 4.63 349 349 0.065 0.251 -0.614 0.402 2.299 0.929 27.7 <br />600S125-30 0.0312 33 0.268 0.91 1.275 0.425 2.181 0.038 0.376 1.218 0.315 6.22 5.39 468 468 0.087 0.274 -0.611 0.401 2.296 0.929 27.6 <br />600S125-33 0.0346 33 0.297 1.01 1.409 0.470 2.179 0.042 0.374 1.361 0.369 7.30 6.32 638 638 0.118 0.300 -0.608 0.399 2.293 0.930 27.6 <br />600S125-43 0.0451 33 0.385 1.31 1.817 0.606 2.173 0.053 0.369 1.807 0.555 10.96 9.46 1416 1240 0.261 0.378 -0.598 0.393 2.284 0.931 27.3 <br />600S125-54 0.0566 33 0.479 1.63 2.236 0.745 2.161 0.063 0.362 2.236 0.727 14.37 13.18 2739 1890 0.511 0.457 -0.586 0.386 2.269 0.933 27.1 <br />600S125-54 0.0566 50 0.479 1.63 2.236 0.745 2.161 0.063 0.362 2.220 0.673 20.15 17.34 2823 1947 0.511 0.457 -0.586 0.386 2.269 0.933 21.9 <br />600S125-68 0.0713 33 0.595 2.02 2.740 0.913 2.146 0.073 0.351 2.735 0.911 21.53 2 20.65 4347 2339 1.008 0.548 -0.570 0.378 2.248 0.936 24.4 <br />600S125-68 0.0713 50 0.595 2.02 2.740 0.913 2.146 0.073 0.351 2.735 0.898 26.88 24.34 5350 2879 1.008 0.548 -0.570 0.378 2.248 0.936 21.6 <br />800S125-33 1 0.0346 33 0.366 1.25 2.881 0.720 2.806 0.044 0.347 2.656 0.507 10.02 8.22 474 474 0.146 0.582 -0.519 0.349 2.875 0.967 26.6 <br />800S125-43 0.0451 33 0.475 1.62 3.721 0.930 2.799 0.056 0.342 3.581 0.773 15.27 12.56 1051 1051 0.322 0.735 -0.510 0.344 2.865 0.968 26.3 <br />800S125-54 0.0566 33 0.592 2.01 4.593 1.148 2.786 0.066 0.335 4.566 1.035 20.46 17.87 2091 2091 0.632 0.889 -0.499 0.338 2.850 0.969 26.0 <br />800S125-54 0.0566 50 0.592 2.01 4.593 1.148 2.786 0.066 0.335 4.431 0.942 28.21 23.18 2091 2091 0.632 0.889 -0.499 0.338 2.850 0.969 21.1 <br />800S125-68 0.0713 33 0.738 2.51 5.653 1.413 2.768 0.078 0.324 5.644 1.375 27.18 25.21 4221 3367 1.250 1.068 -0.485 0.330 2.829 0.971 25.6 <br />800S125-68 0.0713 50 0.738 2.51 5.653 1.413 2.768 0.078 0.324 5.632 1.287 38.54 33.22 4221 3367 1.250 1.068 -0.485 0.330 2.829 0.971 20.8 <br />1Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. <br />2Allowable moment includes cold work of forming. <br />3Where web height-to-thickness ratio exceeds 260 or flange width-to-thickness ratio exceeds 60, effective properties are not calculated. See AISI S100 Section B1. Application of these <br /> products in a non-composite design shall be approved by a design professional. <br />Nonstructural (S) Section Properties <br />1. The centerline bend radius is based on inside corner radii shown in the steel thickness table on page 5. <br />2. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI S100 Section A7.2. <br />3. Tabulated gross properties are based on the full-unreduced cross section of the studs away from punchouts. <br />4. For deflection calculations, use the effective moment of inertia. <br />5. Allowable moment is the lesser of Mal and Mad. Stud distortional buckling is based on an assumed Kφ = 0. <br />6. See page 5 for additional table notes.