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Project <br />1011 <br />Job Ref. <br />Section <br />LINE-B <br />Sheet no./rev. <br /> 9 <br />Calc. by <br />N.K <br />Date <br />15/11/2024 <br />Chk'd by Date App'd by Date <br />Vertical compression at chord;C = 0.04 in  C / (Ae  Fc_perp) = 0.016 in <br />Total vertical deflection ;a = (T + C)  (b2 / b2_eff) = 0.106 in <br />Segment 2 deflection – Eqn. 4.3-1;swse2 = 2  vs  h3 / (3  E  Ae  b2) + vs  h / (Ga) + h  a / b2 = 0.394 in <br />Amp. seis. deflection – ASCE7 Eqn. 12.8-15;sws2 = Cd  swse2 / Ie = 1.575 in <br />sws2 / s_allow = 0.63 <br />PASS - Shear wall deflection is less than deflection limit <br />Page 59 of 108 <br />1011 W Second St <br />5/1/2025