Question: 9 - 1 2 . Design a short square tied column to carry a factored axial design load P u of 8 9 0 kip

9-12. Design a short square tied column to carry a factored axial design load Pu of 890 kip and a factored design moment Mu of 390 ft .-kip. Place the longitudinal reinforcing uniformly in the four faces. Use f'c=4000 psi and fy =60,000 psi.
9 - 1 2 . Design a short square tied column to

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