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r t <br /> EC LI PS E <br /> Seattle Genetics 8/4/2023 <br /> ENGINEERING Everett,WA 98203 RVC <br /> Post Analysis: <br /> Design Strength (Axial and Bending) <br /> (1)c= 0.85 LC(1) LC(2) Down Aisle Cross <br /> Lvl. 4b= 0.90 Pno PEX LC(5a) LC(5b) Max. <br /> Pn <cPn 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 37.1 31.5 41.8 37.6 41.3 1813.6 7.7 8.85 6.47 1.72 15.82 0.50 <br /> 2 18.9 16.0 41.8 37.6 41.3 32.2 6.5 7.39 5.41 9.80 14.66 0.91 <br /> 3 17.4 14.8 41.8 37.6 41.3 32.2 5.2 5.91 4.33 8.12 13.37 0.90 <br /> 4 17.4 14.8 41.8 37.6 41.3 32.2 3.9 4.44 3.25 5.89 11.58 0.78 <br /> 5 14.4 12.3 41.8 37.6 41.3 32.2 2.6 2.96 2.16 3.20 8.96 0.73 <br /> 6 14.4 12.3 41.8 37.6 j 41.3 32.2 1.3 1.48 1.08 3.51 5.21 0.424 <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 /> 10 / 10Fy <br /> .lc - Fy (AISI Eq.C4.1 -4) Fc = 9 Fy 11 - 36F-, (AISI Eq.C3.1.2.1 - 2) <br /> e <br /> 2E <br /> Fe = 2 (AISI Eq.C4.1.1- 1) PEX = CEIx„ (AISI Eq. C5.2.2-6) <br /> (KL/r) Kx <br /> Fe =213 [(6ex + 6t) -AI(6ex +6t)2 -4N6ex6t] (AISI Eq.C4.1.2 - 1 <br /> When Ac <_ 1.5 Fn = 0.658Ac2 Fy (AISI Eq. C4.1-2) I <br /> 0.877 <br /> When do > 1.5 Fn = ( 2 Fy (AISI Eq.C4.1 -4) <br /> c <br /> ax = 1 -PE Pu > 0 (AISI Eq. CS.2.2-4) <br /> Unity Check"A" Unity Check"B" <br /> (AISI Eq. C5.2.2-1) (AISI Eq. C5.2.2-2) <br /> Pu CmMu G 1 Pu + Mu < 1 <br /> "PcPn (PbMnax �PcPno (PbMn <br /> 5/49 <br />