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SEISMIC ANALYSIS <br />WEIGHT <br />Level 1 W roof = 20 psf x 705 ft^2 =14.10 kips <br />W wall = 16 psf x 493 ft^2 =7.88 kips <br />WR 21.98 kips <br />BASE SHEAR <br />0.162 x 21.98 kips = 3.57 kips <br />F1= <br />DISTRIBUTION OF BASE SHEAR <br />1 Level <br />2 or more levels <br />W TOTAL <br />21.98 kips <br />5.063 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 />31