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SEISMIC ANALYSIS <br />WEIGHT D PART. <br />Level 1 W roof =15 psf +8 psf x 542.0 ft²=12.47 kips W TOTAL <br />W wall =16 psf x 8 ft /2 x 84.00 ft =5.38 kips 17.84 kips <br />WR =17.84 kips <br />BASE SHEAR <br />0.164 x 17.84 kips = 2.93 kips / 542 ft² <br />F1= <br />DISTRIBUTION OF BASE SHEAR <br />1 Level <br />2 or more levels <br />5.407 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 />jose@ramirezstructural.com <br />(562) 519-6045 <br />816 N Towner St #2 <br />9/23/2024