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WEIGHT <br />D PART. <br />Level 1 W roof = 15 psf + 5 psf x 1344,0 ft²=26,88 kips W TOTAL <br />W wall = 16 psf x 8 ft /2 x 157,25 ft =10,06 kips 36,94 kips <br />WR = 36,94 kips <br />BASE SHEAR <br />0,162 x 36,94 kips = 6,00 kips / 1344 ft² <br />F1= <br />DISTRIBUTION OF BASE SHEAR <br />1 Level <br />2 or more levels <br />4,464 psf <br />SEISMIC ANALYSIS <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=π‘½βˆ—π‘Ύπ‘»π‘Άπ‘»π‘¨π‘³ <br />𝑨