2350 S Pullman St - DEF - Exterior & Interior Framing - Plan

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www.SSMA.com14 Copyright © 2022 by the SSMA Section Design Thickness (in) Fy (ksi) 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 1400S350-541 0.0566 33 1.278 4.35 35.830 5.119 5.295 1.947 1.234 35.659 3.823 75.54 68.80 1177 1177 1.365 76.252 -2.207 1.400 5.868 0.859 87.1 1400S350-541 0.0566 50 1.278 4.35 35.830 5.119 5.295 1.947 1.234 33.308 3.249 97.27 88.25 1177 1177 1.365 76.252 -2.207 1.400 5.868 0.859 70.7 1400S350-68 0.0713 33 1.602 5.45 44.707 6.387 5.283 2.406 1.226 44.707 5.700 112.64 94.81 2365 2365 2.715 94.534 -2.190 1.391 5.848 0.860 86.8 1400S350-68 0.0713 50 1.602 5.45 44.707 6.387 5.283 2.406 1.226 44.707 4.709 141.00 122.49 2365 2365 2.715 94.534 -2.190 1.391 5.848 0.860 70.4 1400S350-97 0.1017 33 2.262 7.70 62.507 8.930 5.257 3.296 1.207 62.507 8.762 191.082 163.95 6939 6939 7.799 130.430 -2.156 1.373 5.808 0.862 82.0 1400S350-97 0.1017 50 2.262 7.70 62.507 8.930 5.257 3.296 1.207 62.507 8.189 245.18 201.25 6939 6939 7.799 130.430 -2.156 1.373 5.808 0.862 70.0 1400S350-118 0.1242 33 2.742 9.33 75.200 10.743 5.237 3.903 1.193 75.200 10.743 238.952 216.66 12745 11287 14.099 155.387 -2.130 1.360 5.778 0.864 80.9 1400S350-118 0.1242 50 2.742 9.33 75.200 10.743 5.237 3.903 1.193 75.200 10.260 340.442 282.84 12745 11287 14.099 155.387 -2.130 1.360 5.778 0.864 66.1 1600S162-681 0.0713 33 1.406 4.78 40.913 5.114 5.394 0.268 0.436 37.533 3.896 76.99 64.10 2062 2062 2.383 14.816 -0.601 0.415 5.445 0.988 35.2 1600S162-681 0.0713 50 1.406 4.78 40.913 5.114 5.394 0.268 0.436 35.986 3.624 108.49 81.87 2062 2062 2.383 14.816 -0.601 0.415 5.445 0.988 28.6 1600S162-97 0.1017 33 1.983 6.75 56.824 7.103 5.354 0.347 0.418 55.563 6.173 121.97 110.13 6043 6043 6.835 19.807 -0.577 0.401 5.401 0.989 34.4 1600S162-97 0.1017 50 1.983 6.75 56.824 7.103 5.354 0.347 0.418 53.725 5.738 171.79 142.80 6043 6043 6.835 19.807 -0.577 0.401 5.401 0.989 27.9 1600S162-118 0.1242 33 2.400 8.17 68.014 8.502 5.323 0.393 0.405 68.014 7.920 156.50 147.57 11088 11088 12.342 23.035 -0.559 0.391 5.368 0.989 33.7 1600S162-118 0.1242 50 2.400 8.17 68.014 8.502 5.323 0.393 0.405 66.535 7.399 221.51 193.72 11088 11088 12.342 23.035 -0.559 0.391 5.368 0.989 27.3 1600S200-681 0.0713 33 1.477 5.03 45.291 5.661 5.537 0.506 0.585 41.916 4.431 87.56 75.11 2062 2062 2.503 27.155 -0.862 0.584 5.634 0.977 45.7 1600S200-681 0.0713 50 1.477 5.03 45.291 5.661 5.537 0.506 0.585 40.523 4.045 121.11 96.27 2062 2062 2.503 27.155 -0.862 0.584 5.634 0.977 37.1 1600S200-97 0.1017 33 2.084 7.09 63.050 7.881 5.500 0.670 0.567 61.757 6.938 137.10 126.78 6043 6043 7.186 36.744 -0.835 0.569 5.592 0.978 44.9 1600S200-97 0.1017 50 2.084 7.09 63.050 7.881 5.500 0.670 0.567 59.933 6.500 194.61 164.99 6043 6043 7.186 36.744 -0.835 0.569 5.592 0.978 36.4 1600S200-118 0.1242 33 2.525 8.59 75.601 9.450 5.472 0.773 0.553 75.601 8.859 175.05 168.39 11088 11088 12.981 43.132 -0.815 0.558 5.560 0.979 44.3 1600S200-118 0.1242 50 2.525 8.59 75.601 9.450 5.472 0.773 0.553 74.084 8.331 249.44 221.86 11088 11088 12.981 43.132 -0.815 0.558 5.560 0.979 35.9 1600S250-68 1 0.0713 33 1.549 5.27 49.814 6.227 5.672 0.889 0.758 46.607 4.792 94.70 81.69 2062 2062 2.624 46.230 -1.167 0.778 5.840 0.960 57.3 1600S250-68 1 0.0713 50 1.549 5.27 49.814 6.227 5.672 0.889 0.758 45.550 4.092 122.51 104.63 2062 2062 2.624 46.230 -1.167 0.778 5.840 0.960 46.5 1600S250-97 0.1017 33 2.186 7.44 69.476 8.685 5.638 1.192 0.738 68.160 7.728 152.72 137.47 6043 6043 7.536 63.082 -1.138 0.762 5.799 0.962 56.5 1600S250-97 0.1017 50 2.186 7.44 69.476 8.685 5.638 1.192 0.738 66.577 6.983 209.06 178.60 6043 6043 7.536 63.082 -1.138 0.762 5.799 0.962 45.9 1600S250-118 0.1242 33 2.649 9.01 83.427 10.428 5.612 1.389 0.724 83.427 9.827 194.19 182.65 11088 11088 13.620 74.524 -1.116 0.750 5.768 0.963 56.0 1600S250-118 0.1242 50 2.649 9.01 83.427 10.428 5.612 1.389 0.724 81.923 9.222 276.12 240.07 11088 11088 13.620 74.524 -1.116 0.750 5.768 0.963 45.4 1600S300-68 1 0.0713 33 1.620 5.51 54.336 6.792 5.792 1.411 0.933 51.468 4.892 96.68 86.46 2062 2062 2.745 71.608 -1.494 0.981 6.054 0.939 68.7 1600S300-68 1 0.0713 50 1.620 5.51 54.336 6.792 5.792 1.411 0.933 49.107 4.210 126.04 110.54 2062 2062 2.745 71.608 -1.494 0.981 6.054 0.939 55.8 1600S300-97 0.1017 33 2.288 7.78 75.903 9.488 5.760 1.909 0.914 74.741 8.203 162.09 145.38 6043 6043 7.887 98.275 -1.463 0.964 6.013 0.941 68.0 1600S300-97 0.1017 50 2.288 7.78 75.903 9.488 5.760 1.909 0.914 72.666 7.391 221.28 188.32 6043 6043 7.887 98.275 -1.463 0.964 6.013 0.941 55.1 1600S300-118 0.1242 33 2.773 9.44 91.253 11.407 5.737 2.239 0.899 91.253 10.637 210.19 193.46 11088 11088 14.258 116.606 -1.439 0.951 5.982 0.942 67.4 1600S300-118 0.1242 50 2.773 9.44 91.253 11.407 5.737 2.239 0.899 89.913 9.835 294.48 253.24 11088 11088 14.258 116.606 -1.439 0.951 5.982 0.942 54.7 1600S350-68 1 0.0713 33 1.745 5.94 61.622 7.703 5.943 2.490 1.195 58.537 6.041 119.38 108.05 2062 2062 2.957 127.370 -2.055 1.322 6.401 0.897 85.8 1600S350-68 1 0.0713 50 1.745 5.94 61.622 7.703 5.943 2.490 1.195 57.437 5.180 155.08 138.99 2062 2062 2.957 127.370 -2.055 1.322 6.401 0.897 69.7 1600S350-97 0.1017 33 2.466 8.39 86.270 10.784 5.915 3.410 1.176 84.926 9.771 193.09 176.65 6043 6043 8.501 175.896 -2.022 1.304 6.361 0.899 85.2 1600S350-97 0.1017 50 2.466 8.39 86.270 10.784 5.915 3.410 1.176 83.691 8.382 250.96 230.33 6043 6043 8.501 175.896 -2.022 1.304 6.361 0.899 69.1 1600S350-118 0.1242 33 2.990 10.18 103.892 12.987 5.894 4.038 1.162 103.892 12.367 244.38 231.20 11088 11088 15.376 209.692 -1.998 1.291 6.331 0.900 84.8 1600S350-118 0.1242 50 2.990 10.18 103.892 12.987 5.894 4.038 1.162 102.530 11.305 338.47 304.57 11088 11088 15.376 209.692 -1.998 1.291 6.331 0.900 68.8 1Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. 2Allowable moment includes cold work of forming. See Table Notes on page 7. Structural (S) Section Properties