Question: Given a 1 6 ' ' 1 6 ' ' tied concrete column with 4 - No . 7 bars, f ' c = 3

Given a 16''16'' tied concrete column with 4- No.7 bars, f'c=3ksi, and Grade 60 steel,
what is the allowable design load?
Given a 1 6 ' ' 1 6 ' ' tied concrete column with

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