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You are designing a building in Chicago, IL. The structure is 10 FT x 10 FT,...

You are designing a building in Chicago, IL. The structure is 10 FT x 10 FT, has 3 stories plus the roof, and has columns at each corner. The roof live load is 20 PSF and the floor live load is 50 PSF (includes an allowance for partitions, treat the entire load as reducible in accordance with the ASCE 7-16 rules). The roof dead load is 15 PSF and the floor dead load is 30 PSF. Calculate the ultimate load in the columns for strength (LRFD) and ASD load combinations.
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