Question: The tied square column section shown below with six # 9 longitudinal bars, take f C ' = 4 , 0 0 0 psi for

The tied square column section shown below with six #9 longitudinal
bars, take fC'
=4,000 psi for the concrete and fy=60ksi for the steel. What is
most nearly the factored nominal axial strength of the concrete, in
kips?
The tied square column section shown below with

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