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SIMPLE ENGINEERING <br />Ie =1 <br />ρ =1.3 <br />CS =0.1600 <br />CS, min = 0.044S DSIe =0.046 <br />if S1 <0.6 CS, min = 0.5S1/(R/Ie) =0.036 <br />CS =0.160 <br />WDL =42.80 kips <br />V =6848 lbs <br />6.85 kips <br />V*ρ =8.90 kips <br />FX =CVX * V <br />k = 1.00 <br />Level wx (kips)hx (ft)wxhx <br />k CVX <br />Roof 42.8 8.0 342.4 1.00 <br />Foundation 0.0 0.0 0.0 0.00 <br />∑42.8 342.4 1.00 <br />Roof 1.00 8.90 8.90 71.22 <br />8.90 <br />Foundation 0.00 8.90 0.00 0.00 <br />8.90 <br />∑1.00 8.90 17.80 71.22 <br />OTM (k-ft) <br />Lateral Sesimic Force, Fx <br />ASCE 7 Eq. (12.8-11) <br />k = 1.0 for T≤ 0.5 sec <br />k=0.75 + 0.5T for 0.5 sec < T < 2.5 sec <br />ASCE 7 (12.8-12) <br />Level CVX <br />Base Shear, <br />VX (kips) <br />Story Force, <br />FX (kips) <br />Story Shear, Vx <br />(kips) <br />𝑪_𝑽𝑿= ∑▒(𝒘_𝒙𝒉_𝒙^𝒌)/(𝒘_𝒙𝒉_𝒊^𝒌) <br />13 <br />2314 S Warbler St <br />ADDITION12/12/2024