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SEISMIC ANALYSIS <br />WEIGHT <br />Level 1 W roof = 20 psf x 805 ft^2 =16.09 kips <br />W wall = 16 psf x 432 ft^2 =6.91 kips <br />WR = 23.00 kips <br />BASE SHEAR <br />0.161 x 23.00 kips = 3.71 kips <br />F1= <br />DISTRIBUTION OF BASE SHEAR <br />1 Level <br />2 or more levels <br />W TOTAL <br />23.00 kips <br />4.617 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 />27 <br />24-204 <br />2201 HALLADAY ST. <br />940 E Anahurst Pl & 2201 <br />S Halladay11/25/2024