Question: Given: A 2 5 x 2 5 column is subject to a factored axial load of Pu = 1 , 2 0 0 kips, and

Given: A 25x25 column is subject to a factored axial load of Pu=1,200 kips, and factored design moment of Mu=B kips-ft. fc =4,000psi, fy =60,000psi. Determine the required steel ratio () and ties. Sketch the design. (50 points)

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