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Y P 1 <br /> , <br /> i EC LI PS E <br /> Seattle Genetics 8/42023 <br /> ENGINEERING Everett,WA 98203 RVC <br /> Post Analysis: <br /> Design Strength (Axial and Bending) <br /> (tic= 0.85 LC(1) LC(2) Down Aisle Cross <br /> Lvl. (1:01,= 0.90 Pno PEx LC(5a) LC(5b) Max. <br /> Pn 4cPn Mn 4)bMn Pu Pu Pu Mu Pu Unity <br /> (k) (k) (k-in.) (k-in.) (k) (k) (k) (k) (k) (k-in.) (k) <br /> 1 38.2 32.5 41.8 37.6 41.3 1813.6 10.0 11.52 8.29 2.31 15.89 0.49 <br /> 2 18.1 15.4 41.8 37.6 41.3 26.6 7.5 8.65 6.24 12.07 13.62 0.89 <br /> 3 18.1 15.4 41.8 37.6 41.3 26.6 5.0 5.77 4.16 7.71 10.95 0.71 <br /> 4 15.6 13.3 41.8 37.6 41.3 26.6 2.5 2.88 2.08 5.17 6.72 0.51 <br /> 5 <br /> 6 I 1 <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br /> 11 _ <br /> 12 <br /> 13 <br /> 14 <br /> 15 <br /> 16 <br /> Pn = AeFn (AISI Eq.C4.1 - 1) Mn = SeFy (AISI Eq.C3.1.1 - 1) Mn = ScFc (AISI Eq.C3.1.2.1 - 1) <br /> Ac = Fy (AISI Eq.C4.1 -4) Fc = 10 Fy C1 36Fe) (AISI Eq.C3.1.2.1 - 2) <br /> Fe <br /> rc a <br /> Fe = 2 (AISI Eq.C4.1.1 - 1) PEX = 7E2E/X„ (AISI Eq. C5.2.2-6) <br /> (KLi r) (KxLx) <br /> Fe = 2[3 [(crex + at) -V(cTex +at)2 -4/3creXat1 (AISI Eq.C4.1.2 - 1 <br /> When Ac < 1.5 . Fn = (0.6582-c2)Fy (AISI Eq. C4.1-2) <br /> 0.877 <br /> When Ac > 1.5 -> Fri = 2 )FY (AISI Eq.C4.1 -4) <br /> c <br /> ax = 1 - Pu> 0 (AIR Eq. CS.2.2-4) <br /> PEX <br /> Unity Check"A" Unity Check"B" <br /> (AISI Eq. C5.2.2-1) (AISI Eq. C5.2.2-2) <br /> Pu CmMu < 1 Pu + Mu <_ 1 <br /> PPcPn (PbMnax (Pc Pno (PbMn <br /> 41/49 s <br />