Question: a two - story 1 0 0 - ft x 1 0 0 - ft industrial facility in Seismic Design Category A has a second

a two-story 100-ft x 100-ft industrial facility in Seismic Design Category A has a second floor that is used for storage and has a 200-psf reduced floor live load. The facility has a flat roof that experiences a snow load of 50 psf, occasional rain load of 20 psf in the roof, and the total dead load of the building is 350,0001b. Per ASCE 7, the minimum lateral force (kip) for seismicity to be used in the analysis for the entire building is most nearly:

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