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SEISMIC BASE SHEAR (ASCE7-22) <br />Latitude: 33.728941 <br />Longitude: -117.881771 <br />SITE CLASS:D (Table 20.3-1) ρ=1.3 <br />R=6.5 (Table 12.2-1)Ie=1 <br />(Section 21.4) <br />1.740 0 <br />2.100 0 <br />(11.4-3) <br />1.160 <br />(11.4-4) <br />1.4 0.24137931 <br />1.20689655 <br />See on Figs. 22-14 through 22-17 <br />0.02 <br />9.500 <br />0.75 <br />0.108 <br />W= Effective seismeic weight <br />(GOVERNS) <br />For S1 is equal to greater than 0.6g <br />0.162 W <br />1.990 W <br />0.178 <br />0.232 W Strength Level <br />0.162 W Allowable Stress Design <br />𝑆= <br />𝑆= <br />𝑆=2 3 𝑆 <br />𝑆= <br />𝑆=2 3 𝑆 <br />𝑆= <br />𝑇= πΆβ„Ž <br />𝐢= <br />β„Ž= <br />π‘₯= <br />𝑇= <br />𝑉=πΆπ‘Š <br />𝑉=0.01π‘Š <br />𝑉=W <br />𝑉=ρW <br />𝑉= <br />𝑉= <br />𝐢== <br />𝑉=πΆπœŒπ‘Š= <br />𝑉=0.7𝑉= <br />𝑇= <br />𝑇= <br />𝑇= <br />1401 S Rosewood Ave <br />Unit# 2& 34/22/2025