Question: Using f ' c = 4 5 0 0 and f y = 6 0 , 0 0 0 psi the axial design strength of

Using f'c=4500 and fy=60,000 psi the axial design strength of the column cross-section shown is approximately given by
1344 kips
1091 kips
873 kips
1366 kips
Using f ' c = 4 5 0 0 and f y = 6 0 , 0 0 0 psi

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