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SEISMIC ANALYSIS <br />WEIGHT <br />Level 1 W roof =20 psf x 2637 ft^2 =52.74 kips <br />W wall =16 psf x 891 ft^2 =14.26 kips <br />WR =67.00 kips <br />BASE SHEAR <br />0.161 x 67.00 kips = 10.82 kips <br />F1= <br />DISTRIBUTION OF BASE SHEAR <br />1 Level <br />2 or more levels <br />W TOTAL <br />67.00 kips <br />4.102 psf <br />𝑽𝑽𝑩𝑩𝑩𝑩𝑩𝑩𝑩𝑩=𝑽𝑽 βˆ— 𝑾𝑾𝑻𝑻𝑻𝑻𝑻𝑻𝑩𝑩𝑻𝑻𝑉𝑉𝐡𝐡𝐡𝐡𝑀𝑀𝐡𝐡=𝑉𝑉 βˆ— π‘Šπ‘Šπ‘‡π‘‡π‘‡π‘‡π‘‡π‘‡π΅π΅πΏπΏ= <br />𝑭𝑭𝒙𝒙=π‘½π‘½π‘©π‘©π‘©π‘©π‘©π‘©π‘©π‘©βˆ—π‘Ύπ‘Ύπ‘Ώπ‘Ώβˆ— π’‰π’‰π‘»π‘»π‘»π‘»π‘»π‘»π‘©π‘©π‘»π‘»π‘Ύπ‘ΎπŸπŸβˆ— π’‰π’‰πŸπŸ+π‘Ύπ‘ΎπŸπŸβˆ—π’‰π’‰πŸπŸ+π’‰π’‰πŸπŸ+β‹―π‘Ύπ‘Ύπ’π’βˆ— 𝒉𝒉𝑻𝑻𝑻𝑻𝑻𝑻𝑩𝑩𝑻𝑻 <br />𝑽𝑽𝑩𝑩𝑩𝑩𝑩𝑩𝑩𝑩=π‘½π‘½βˆ—π‘Ύπ‘Ύπ‘»π‘»π‘»π‘»π‘»π‘»π‘©π‘©π‘»π‘»π‘©π‘© <br />52