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
f_(c)^(')=4000
psi and
f_(y)=60,000\psi
.

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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 f_(c)^(')=4000 psi and f_(y)=60,000 psi .

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