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2350 S Pullman St - DEF - Exterior & Interior Framing - Plan
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2350 S Pullman St - DEF - Exterior & Interior Framing - Plan
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Last modified
11/13/2025 4:18:31 AM
Creation date
9/6/2025 5:00:04 AM
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Plan
Permit Number
101124188
Full Address
2350 S Pullman St
Street Number
2350
Street Direction
S
Street Name
Pullman
Street Suffix
St
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www.SSMA.com18 Copyright © 2022 by the SSMA <br />Section Design Thickness (in) <br />Gross Properties Effective Prop. (33 ksi)Effective Prop. (50 ksi)Torsional Properties <br />Area (in2)Weight (lb/ft)Ix (in4)Sx (in3)Rx (in)Iy (in4)Ry (in)Ixe (in4)Sxe (in3)Ma (in-k)Vag (lb)Ixe (in4)Sxe (in3)Ma (in-k)Vag (lb)Jx1000 (in4)Cw (in6)Xo (in)m (in)Ro (in)ß <br />1200T200-97 0.1017 1.625 5.53 29.805 4.824 4.283 0.410 0.502 29.805 4.298 84.93 7902 28.959 3.819 114.35 7902 5.602 11.945 -0.714 0.476 4.371 0.973 <br />1200T200-118 0.1242 1.984 6.75 36.530 5.876 4.291 0.492 0.498 ----36.530 5.278 158.02 14434 10.201 14.513 -0.706 0.471 4.377 0.974 <br />1200T250-54 1 0.0566 0.962 3.27 18.550 3.041 4.392 0.445 0.681 15.021 1.617 31.95 1354 13.756 1.374 41.14 1354 1.027 12.339 -1.039 0.680 4.565 0.948 <br />1200T250-68 0.0713 1.211 4.12 23.435 3.826 4.399 0.556 0.678 20.720 2.451 48.44 2713 19.255 2.106 63.04 2713 2.052 15.529 -1.033 0.676 4.569 0.949 <br />1200T250-97 0.1017 1.727 5.88 33.623 5.442 4.413 0.780 0.672 32.479 4.489 88.70 7902 31.310 3.954 118.37 7902 5.953 22.101 -1.021 0.668 4.579 0.950 <br />1200T250-118 0.1242 2.108 7.17 41.236 6.632 4.423 0.940 0.668 40.963 6.138 121.28 13189 39.954 5.519 165.24 14434 10.839 26.943 -1.013 0.662 4.586 0.951 <br />1400T125-54 1 0.0566 0.933 3.18 19.977 2.814 4.627 0.061 0.256 17.725 1.767 34.91 1160 16.407 1.517 45.42 1160 0.997 2.559 -0.299 0.209 4.643 0.996 <br />1400T125-68 0.0713 1.175 4.00 25.196 3.536 4.630 0.076 0.254 23.552 2.632 52.01 2322 22.620 2.293 68.64 2322 1.992 3.189 -0.296 0.206 4.646 0.996 <br />1400T125-97 0.1017 1.676 5.70 36.024 5.019 4.636 0.104 0.249 35.775 4.480 88.53 6761 34.588 4.134 123.76 6761 5.778 4.445 -0.289 0.201 4.652 0.996 <br />1400T125-118 0.1242 2.046 6.96 44.068 6.106 4.641 0.123 0.245 ----43.752 5.453 163.27 12344 10.520 5.334 -0.284 0.197 4.656 0.996 <br />1400T150-54 1 0.0566 0.962 3.27 21.392 3.013 4.717 0.105 0.330 18.620 1.810 35.76 1160 17.153 1.547 46.33 1160 1.027 4.280 -0.410 0.283 4.746 0.993 <br />1400T150-68 0.0713 1.211 4.12 26.987 3.788 4.721 0.130 0.327 25.409 2.717 53.68 2322 23.803 2.352 70.42 2322 2.052 5.349 -0.407 0.280 4.749 0.993 <br />1400T150-97 0.1017 1.727 5.88 38.607 5.379 4.729 0.180 0.322 38.340 4.834 95.52 6761 37.285 4.332 129.69 6761 5.953 7.503 -0.399 0.275 4.756 0.993 <br />1400T150-118 0.1242 2.108 7.17 47.247 6.546 4.734 0.214 0.319 ----46.911 5.887 176.24 12344 10.839 9.048 -0.393 0.270 4.761 0.993 <br />1400T200-54 1 0.0566 1.018 3.46 24.221 3.412 4.878 0.242 0.487 20.098 1.868 36.92 1160 18.387 1.589 47.56 1160 1.087 9.520 -0.665 0.449 4.947 0.982 <br />1400T200-68 0.0713 1.282 4.36 30.571 4.291 4.883 0.301 0.485 27.707 2.830 55.93 2322 25.738 2.432 72.81 2322 2.173 11.942 -0.661 0.446 4.951 0.982 <br />1400T200-97 0.1017 1.828 6.22 43.773 6.098 4.893 0.420 0.479 43.679 5.174 102.24 6761 41.749 4.559 136.48 6761 6.304 16.883 -0.651 0.439 4.959 0.983 <br />1400T200-118 0.1242 2.232 7.60 53.606 7.427 4.900 0.504 0.475 ----53.453 6.354 190.23 12344 11.478 20.479 -0.644 0.434 4.965 0.983 <br />1400T250-54 1 0.0566 1.075 3.66 27.051 3.811 5.017 0.458 0.653 21.342 1.907 37.68 1160 19.421 1.616 48.38 1160 1.148 17.550 -0.954 0.633 5.149 0.966 <br />1400T250-68 0.0713 1.354 4.61 34.154 4.794 5.023 0.573 0.651 29.615 2.906 57.42 2322 27.352 2.485 74.40 2322 2.294 22.063 -0.949 0.629 5.153 0.966 <br />1400T250-97 0.1017 1.930 6.57 48.939 6.818 5.036 0.803 0.645 47.449 5.386 106.42 6761 44.883 4.708 140.94 6761 6.654 31.333 -0.938 0.622 5.163 0.967 <br />1400T250-118 0.1242 2.357 8.02 59.965 8.308 5.045 0.967 0.641 59.734 7.439 146.99 12344 58.277 6.622 198.25 12344 12.117 38.137 -0.930 0.616 5.169 0.968 <br />1600T125-68 0.0713 1.318 4.48 35.916 4.421 5.220 0.077 0.241 32.443 3.058 60.42 2030 31.004 2.651 79.37 2030 2.233 4.273 -0.268 0.189 5.233 0.997 <br />1600T125-97 0.1017 1.879 6.39 51.322 6.276 5.226 0.105 0.237 49.844 5.273 104.19 5908 47.830 4.825 144.47 5908 6.479 5.945 -0.262 0.184 5.238 0.997 <br />1600T125-118 0.1242 2.294 7.81 62.755 7.637 5.230 0.125 0.233 ----60.930 6.420 192.21 10783 11.797 7.126 -0.257 0.181 5.241 0.998 <br />1600T150-68 0.0713 1.354 4.61 38.249 4.708 5.316 0.132 0.312 34.945 3.152 62.28 2030 32.537 2.717 81.34 2030 2.294 7.188 -0.371 0.258 5.338 0.995 <br />1600T150-97 0.1017 1.930 6.57 54.681 6.686 5.323 0.182 0.307 53.172 5.674 112.12 5908 51.382 5.047 151.11 5908 6.654 10.066 -0.363 0.253 5.344 0.995 <br />1600T150-97 0.1242 2.357 8.02 66.886 8.140 5.328 0.218 0.304 ----65.023 6.911 206.91 10783 12.117 12.124 -0.358 0.249 5.348 0.996 <br />1600T200-68 0.0713 1.425 4.85 42.914 5.282 5.488 0.307 0.464 37.904 3.277 64.76 2030 35.009 2.805 83.99 2030 2.415 16.123 -0.607 0.414 5.541 0.988 <br />1600T200-97 0.1017 2.032 6.91 61.398 7.508 5.497 0.428 0.459 60.199 6.052 119.6 5908 57.292 5.298 158.62 5908 7.005 22.755 -0.598 0.408 5.549 0.988 <br />1600T200-118 0.1242 2.481 8.44 75.146 9.145 5.504 0.514 0.455 ----73.613 7.433 222.53 10783 12.755 27.568 -0.592 0.403 5.554 0.989 <br />1600T250-68 1 0.0713 1.496 5.09 47.580 5.856 5.639 0.586 0.626 40.337 3.360 66.40 2030 37.060 2.864 85.75 2030 2.535 29.878 -0.878 0.588 5.741 0.977 <br />1600T250-97 0.1017 2.134 7.26 68.116 8.329 5.650 0.821 0.620 65.163 6.285 124.19 5908 61.325 5.461 163.51 5908 7.355 42.361 -0.868 0.581 5.750 0.977 <br />1600T250-118 0.1242 2.605 8.86 83.406 10.150 5.659 0.989 0.616 83.311 8.747 172.84 10783 79.965 7.727 231.83 10783 13.394 51.497 -0.860 0.576 5.757 0.978 <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 />See Table Notes on page 15. <br />Track (T) Section Properties
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