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SEISMIC ANALYSIS <br />WEIGHT <br />Level 1 W roof =20 psf x 2074 ft^2 = <br />= <br />WR =52.82 kips <br />BASE SHEAR <br />8.53 kips <br />F1= <br />DISTRIBUTION OF BASE SHEAR <br />W TOTAL <br />52.82 kips <br />4.113 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 <br />2201 S Halladay St <br />9/24/2024