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SEISMIC ANALYSIS <br />WEIGHT <br />Level 1 W roof =20 psf x 1036 ft^2 =20.72 kips <br />W wall =16 psf x 627 ft^2 =10.04 kips <br />WR =30.75 kips <br />BASE SHEAR <br />0.161 x 30.75 kips = 4.97 kips <br />F1= <br />DISTRIBUTION OF BASE SHEAR <br />1 Level <br />2 or more levels <br />W TOTAL <br />30.75 kips <br />4.794 psf <br />𝑽𝑩𝑨𝑺𝑬= 𝑽 βˆ— 𝑾𝑻𝑢𝑻𝑨𝑳 <br />= 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 />𝑩𝑨𝑺𝑬=βˆ—π‘»π‘Άπ‘»π‘¨π‘³ <br />𝑨 <br />34