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Vertical elongation at anchor ∆T = Tδ×1000/Ka= 0.03 in <br />Vertical compression at chord ∆C = (0.04 in)×Cδ×1000/(Ae×Fc -perp)= 0.015 in <br />Total vertical deflection ∆a=(∆T+∆C)×(B/Beff)= 0.046 in <br />Shear wall elastic deflection <br />δswse =2×(Vδs/12000)×((H×12)^3)/(3×(E/1000)×Ae×B×12)+(vδss/12000)×H×12/(Ga)+ H×12×∆a /(B×12) = 0.113 in <br />Amp. seis. deflection δsws = Cdδ×δswse /Ie = 0.452 inRatio0.452/4.08=0.11 <br />PASS - Shear wall deflection is less than deflection limit <br />Page 47 of 290