Question: 9 - 2 . Compute the maximum design axial load strength for the tied column shown. The column is short. Check the tie size and

9-2. Compute the maximum design axial load strength for the tied column shown. The column is short. Check the tie size and spacing. Use fc'=4000 psi and fy=60,000.
0.c.(2 per set)
9 - 2 . Compute the maximum design axial load

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