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SEISMIC ANALYSIS <br />WEIGHT <br />Level 2 W roof = 20 psf x 823 ft^2 =16.45 kips <br />W wall = 16 psf x 473 ft^2 =7.56 kips <br />WR =24.01 kips <br />Level 1 W floor= 25 psf x 800 ft^2 = 20.01 kips <br />16 psf x 473 ft^2 = 7.56 kips <br />16 psf x 391 ft^2 = 6.26 kips <br />W1 =33.83 kips <br />BASE SHEAR <br />0.180 x 57.85 kips = 10.42 kips <br />DISTRIBUTION OF BASE SHEAR <br />1 Level F2=6.11 kips 7.43 psf <br />F1=4.31 kips 5.38 psf <br />2 or more levels <br />W TOTAL <br />57.85 kips <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 />102