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SEISMIC BASE SHEAR (ASCE7-16) <br />Latitude:33.717669 <br />Longitude:-117.85952 <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 />1.730 0 <br />1.170 0 <br />(11.4-3) <br />1.153 <br />(11.4-4) <br />0.78 0.13526 <br />0.6763 <br />See on Figs. 22-14 through 22-17 <br />0.02 <br />8.000 <br />0.75 <br />0.095 <br />W= Effective seismeic weight <br />(GOVERNS) <br />For S1 is equal to greater than 0.6g <br />0.090 W <br />1.261 W <br />0.177 <br />0.231 W Strength Level <br />0.161 W Allowable Stress Design <br />𝑆 <br />= <br />𝑆 <br />= <br />𝑆 <br />= <br />𝑆=3 𝑆 <br />= <br />𝑇= πΆβ„Ž <br />=β„Ž <br />=π‘₯ <br />=𝑇 <br />= <br />𝑉= <br />=. <br />= <br />= <br />= <br />= <br />= <br />== <br />=.= <br />= <br />= <br />= <br />33 <br />2201 S Halladay St <br />9/24/2024