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Engineering, 13.09.2019 23:30 ineedhelp2285

The axial compressive forces on a building column have been determined as: dead load = 160 kips; live load = 230 kips; wind load= plusminus 150 kips (the wind load may act either as pressure or as suction). determine the maximum factored load. what is the controlling load combination(s). also, if the resistance factor is 0.85, what is the required nominal strength of the column?

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