1525 75TH ST SW CASCADE COFFEE 2025-04-23

ICompany'R'SA : Eclipse Engineering 3/23/2023 Designer : C. Lund 8:48:25AM Job Number : 21-12-156 Checked By:T. Berro A NPAITSC'El'COMPANN Model Name : Cascade Coffee Envelope Maximum Member Section Forces (Continued) Member Axial[Ib] Loc[ft]Lcy Shear[Ib1Loc[ft]Lcz Shear[Ib1Loc[ft1LcTorque[k-ft1Loc[ftjLc -y Moment[k-ft1Loc[ftlLcz-z Moment[k-ft1Loc[ft]Lc 79 M40 max 62.773 0 2 1789.734 0 2 55.692 0 27 0 13.458191 0.193 6.58927 0 13.45828 80 min -62.505 0 26-1808.19213.458 1 -55.692 0 5 0 0 23 -0.193 6.589 5 -6.28 6.869 1 81 M41 max 79.056 0 8 2180.319 0 2 67.1 13.45823 0 13.45819 0.228 6.72927 0 13.45828 82 min -80.778 13.45:22-2165.74113.458 1 -67.1 13.458 9 0 0 23 -0.228 6.729 1 -7.416 6.729 1 83 M42 max 82.876 13.458262663.698 0 2 81.853 0 27 0 13.45819 0.283 6.72927 0 13.45828 84 min -82.372 0 12-2663.69813.4581 -81.853 0 1 0 0 23 -0.283 6.7291 -9.212 6.7291 85 M43 max 82.308 0 2 2657.012 0 2 81.647 13.45823 0 13.458 4 0.275 6.72927 0 13.45828 86 min -81.927 13.45:24-2657.01213.4581 -81.647 13.458 9 0 0 21 -0.275 6.729 1 -8.94 6.729 1 87 M44 max 81.961 0 2 2657.012 0 2 81.647 13.45823 0 13.45815 0.275 6.72927 0 13.45828 88 min -81.564 13.45824-2657.01213.458 1 -81.647 13.458 9 0 0 11 -0.275 6.729 1 -8.94 6.729 1 89 M45 max 81.949 13.45810 2657.012 0 2 81.647 13.45823 0 13.45823 0.275 6.72927 0 13.45828 90 min -81.722 0 28-2657.01213.4581 -81.647 13.458 9 0 0 2 -0.275 6.729 1 -8.94 6.729 1 91 M46 max 82.835 13.45826 2657.012 0 2 81.647 13.45823 0 13.45823 0.275 6.72927 0 13.45828 92 min -83.061 13.458 2-2657.01213.458 1 -81.647 13.458 9 0 0 19 -0.275 6.729 1 -8.94 6.729 1 93 M47 ,max 92.579 0 2 2573.981 0 2 79.096 13.45823 0 13.45823 0.266 6.72927 0 13.45828 94 min -91.82 13.45824-2573.98113.458 1 -79.096 13.458 9 0 0 4 -0.266 6.729 1 -8.66 6.729 1 95 M48 max 8432.2152.47520 0 2.47528 0 2.47528 0.004 2.47517 0 2.47528 0 2.47528 96 min-2889.52711 0 24 0 0 1 0 0 1 -0.003 0 1 0 0 1 0 0 1 97 M53 max 0 13.458282443.994 0 4 0 13.45828 0 13.45828 0 13.45828 0 13.45828 98 min 0 0 1 -2444.04 13.458 4 0 0 1 0 0 1 0 0 1 -8.813 6.729 4 Envelope AISC 15TH (360-16): ASD Member Steel Code Checks Member Shape Code CheckLoc[ftl LC Shear CheckLoc[ftl Dir LC Pnc/om[Ib1PntJom [Ib1Mnyy/om[k-ftlMnzz/om[k-ftl Cb Eqn 1 M1 HSS5X5X4 0.298 12.5 18 0.009 12.5 z 18 82738.366128742.515 18.987 18.987 1.667H1-lb 2 M2 HSS5X5X4 0.429 12.5 2 0.012 12.5 z 2 82738.366 128742.515 18.987 18.987 1.667H1-lb 3 M3 HSS5X5X4 0.689 12.5 1 0.019 12.5 y 1 82738.366128742.515 18.987 18.987 1.667H1-1a 4 M4 HSS5X5X4 0.604 12.5 1 0.018 12.5 v 1 82738.366 128742.515 18.987 18.987 1.667H1-1b 5 M5 HSS5X5X4 0.808 12.5 1 0.158 12.5 z 20 82738.366128742.515 18.987 18.987 1.626H1-1b 6 M6 HSS5X5X4 0.558 12.5 13 0.017 12.5 v 15 82738.366128742.515 18.987 18.987 1.667H1-lb 7 M7 W12X16 0.518 14.292 2 0.142 14.292 y 2 48893.583141017.964 5.639 50.15 1.148H1-lb 8 M8 W12X16 0.46 0 4 0.128 1.051 y 4 48513.054141017.964 5.639 50.15 1.144H1-lb 9 M9 W12X14 0.353 0 15 0.053 11.584 y 15 47461.712 124550.898 4.741 43.413 1 H1-1b 10 M10 W12X14 0.408 11.584 1 0.039 11.584 y 1 47461.712124550.898 4.741 21.237 1.619H1-lb 11 M11 W12X16 0.592 14.292 2 0.151 14.292 y 2 48893.583141017.964 5.639 50.15 1.13 H1-lb 12 M12 W12X16 0.564 8.11 19 0.182 0.751 y 4 48513.054141017.964 5.639 50.15 1 H1-1b 13 M 13 W12X14 0.436 11.584 13 0.054 11.584 y 1 47461.712124550.898 4.741 25.965 1.98 H 1-1 b 14 M 14 W8X10 0.346 5.792 2 0.084 11.584 y 4 42374.23288622.754 4.071 21.87 1 H 1-1 b 15 M15 W8X10 0.346 5.792 2 0.084 11.584 y 4 42374.23288622.754 4.071 21.87 1 H 1-1 b 16 M16 W8X10 0.346 5.792 2 0.084 11.584 y 4 42374.23288622.754 4.071 21.87 1 H1-1b 17 M17 W8X10 0.348 5.792 2 0.086 11.584 y 4 42374.23288622.754 4.071 21.87 1 H 1-1 b 18 M18 W8X10 0.234 5.913 2 0.057 0 y 4 42374.23288622.754 4.071 21.87 1 H1-lb 19 M19 W8X10 0.236 5.913 2 0.059 0 y 4 42374.23288622.754 4.071 21.87 1 H 1-1 b 20 M20 W8X10 0.353 5.792 2 0.086 11.584 y 4 42374.23288622.754 4.071 21.87 1 H1-1b 21 M21 W8X10 0.358 5.792 2 0.084 11.584 y 4 42374.23288622.754 4.071 21.87 1 H1-1b 22 M22 W8X10 0.345 5.913 2 0.085 11.584 y 4 42374.23288622.754 4.071 21.87 1 H1-1b 23 M23 W8X10 0.341 5.913 2 0.085 11.584 y 4 42374.23288622.754 4.071 21.87 1 H1-1b 24 M24 HSS5X5X4 0.457 12.5 2 0.016 12.5 z 2 82738.366 128742.515 18.987 18.987 1.667H1-lb 25 M25 HSS5X5X4 0.827 12.5 2 0.027 12.5 z 2 82738.366128742.515 18.987 18.987 1.667H1-1a 26 M26 HSS5X5X4 0.72 12.5 2 0.024 12.5 z 2 82738.366 128742.515 18.987 18.987 1.667H 1-1 a 27 M27 HSS5X5X4 0.791 12.5 1 0.024 12.5 y 1 82738.366128742.515 18.987 18.987 1.667H1-1b 28 M28 HSS5X5X4 0.796 12.5 1 0.027 12.5 y 1 82738.366 128742.515 18.987 18.987 1.667H1-1b 29 M29 W12X14 0.476 0 18 0.091 5.386 v 18 72361.432124550.898 4.741 43.413 1 H1-1b 30 M30 W12X14 0.798 12.458 2 0.2 11.42 y 1 43587.941 124550.898 4.741 43.413 1.131H1-1b 31 M31 W12X14 0.878 12.458 2 0.193 11.42 v 4 43587.941 124550.898 4.741 43.413 1.12 H1-lb 32 M32 W12X14 0.64 0 2 0.069 0 y 2 40049.647 124550.898 4.741 19.659 1.895H1-lb RISA-3D Version 20 [ ERM-Cascade Coffee_REV_21-12-156 - Page 7 28/81