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Vertical elongation at anchor ∆T = Tδ×1000/Ka= 0.057 in <br />Vertical compression at chord ∆C = (0.04 in)×Cδ×1000/(Ae×Fc-perp)= 0.012 in <br />Total vertical deflection ∆a=(∆T+∆C)×(B/Beff)= 0.073 in <br />Shear wall elastic deflection <br />δswse =2×(Vδs/12000)×((H×12)^3)/(3×(E/1000)×Ae×B×12)+(vδs/12000)×H×12/(Ga)+ H×12×∆a /(B×12) = 0.225 in <br />Amp. seis. deflection δsws = Cdδ×δswse /Ie = 0.9 inRatio0.9/3.075=0.29 <br />PASS - Shear wall deflection is less than deflection limit <br />Page 68 of 213