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SEISMIC ANALYSIS <br />WEIGHT <br />Level 1 W roof = 20 psf x 2154 ft^2 =43.08 kips <br />W wall = 16 psf x 1020 ft^2 =16.32 kips <br />WR 59.40 kips <br />BASE SHEAR <br />0.168 x 59.40 kips = 9.98 kips <br />F1= <br />DISTRIBUTION OF BASE SHEAR <br />1 Level <br />2 or more levels <br />W TOTAL <br />59.40 kips <br />4.633 psf <br />𝑽𝑩𝑨𝑺𝑬 𝑽 βˆ— 𝑾𝑻𝑢𝑻𝑨𝑳 <br />𝑉 𝑉 βˆ— π‘Š= <br />𝑭𝒙 π‘½π‘©π‘¨π‘Ίπ‘¬βˆ—π‘Ύπ‘Ώβˆ— 𝒉𝑻𝑢𝑻𝑨𝑳 <br />π‘ΎπŸβˆ— π’‰πŸπ‘ΎπŸβˆ—π’‰πŸ π’‰πŸ β‹―π‘Ύπ’βˆ— 𝒉𝑻𝑢𝑻𝑨𝑳 <br />𝑽𝑩𝑨𝑺𝑬 <br />𝑽 βˆ— 𝑾𝑻𝑢𝑻𝑨𝑳 <br />𝑨 <br />35