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6. Calculate the base shear and distributed base shear of the following building situated in Seattle. The soil is Very Dense
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150 kiPS 200 kips 200 hips 300 hips 250 hips 4oonips 400 hips ata soouiPS h. z 201 soonips. I here max ris lateral Total base(2000-o) x 500x 201 E (sooxeot 400x35+ 400 x 47+ 350x89 + 300x71 + 200x 83 + 200 x 93 + 150x103) = F = 221.56 kips ] Them PazThan Fo - (3000 - 408.99) x 200 883 135400 fo = 317.65 Lipa Than fy z 6000 - 31965) x 200x93 135400 1 z 368.47 kiPS / Than F

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