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store in Seattle, Washington will have a steel, ordinary moement-resisting frame. It will be 120 ft wide, 180 ft long, and 50 ft high, with two stories. Soil reports show stiff soil with an average standard penetration test value of 40 blows/It over the top 100 it. The structure has a dead load of 6500 kips and has no building irregularities in the longuitudinal direction. Whas is the total base shear in the longitudinal direction? O A 286 kips @ 1 884 kips OC 1859 kips Q D.2600 kips