Question: 9 . 1 . Compute the maximum design axial load strength of the tied columns shown. Assume that the columns are short. Check the tie

9.1. Compute the maximum design axial load strength of the tied columns shown. Assume that the columns are short. Check the tie size and spacing. Use fc'=4000 psi and fy=60,000 psi.
9 . 1 . Compute the maximum design axial load

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