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, <br /> EC L1 PS E <br /> Seattle Genetics ' 8/4/2023 t <br /> ENGINEERING Everett,WA98203 RVC <br /> Post Analysis: <br /> Design Strength (Axial and Bending) <br /> 4:0c= 0.85 LC(1) LC(2) Down Aisle Cross <br /> Lvl. ci)b= 0.90 Pno PEX LC(5a) LC(5b) Max. <br /> Pn c1 Pn Mn 4bMn Pu Pu Pu Mu Pu Unity <br /> (k) (k) (k-in.) (k-in.) (k) (k) (k) (k) (k) (k-in.) (k) <br /> 1 70.3 59.8 77.6 69.8 72.5 3362.6 15.0 17.35 12.53 3.20 29.11 0.49 <br /> 2 40.9 34.8 77.6 69.8 74.0 54.2 12.6 14.48 10.47 19.10 26.87 0.77 <br /> 3 42.4 36.1 77.6 69.8 73.9 57.8 10.0 11.58 8.37 15.18 24.40 0.68 <br /> 4 41.7 35.4 77.6 69.8 74.0 56.0 7.5 8.68 6.27 11.15 21.04 0.59 <br /> 5 41.7 35.4 77.6 69.8 74.0 56.0 5.0 5.78 4.17 6.36 16.22 0.46 <br /> 6 16.8 14.3 41.8 37.6 41.3 30.2 2.5 2.88 2.08 6.97 9.37 0.654 <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 = ScF, (AISI Eq.C3.1.2.1 - 1) <br /> Ac = Fy Fc = 10 Fy 1 - 10Fy (AISI Eq.C3.1.2.1 - 2) <br /> F (AISI Eq.C4.1 -4) 9 ( 36Fe) <br /> e <br /> 2E <br /> 2 <br /> Fe 2 (AISI Eq.C4.1.1 - 1) PEX = �nE/x, (AISI Eq. C5.2.2-6) <br /> (KL/r) <br /> 1 (hex + 6t) -V(hex +0-t)2 -4f36ex6t <br /> 2a[ <br /> Fe = l (AISI Eq.C4.1.2 - 1 <br /> When Ac <- 1.5 -* Fn = (0.658Ac2)Fy (AISI Eq.C4.1-2) <br /> When 2i > 1.5 - F.� = (HFy (AISI Eq.C4.1 -4) <br /> ax = 1 -Ex > 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 1 Pu + Mu . 1 <br /> PPcPn cPbMnax (Pc Pno (PbbMn <br /> 25/49 <br />