9-12. Design a short square tied column to carry a factored axial design load
P_(u)
of 890 kip and a factored design moment
M_(u)
of 390 ft .-kip. Place the longitudinal reinforcing uniformly in the four faces. Use
f^(')c=4000
psi and fy
=60,000
psi.

Question

9-12. Design a short square tied column to carry a factored axial design load

P_(u)

of 890 kip and a factored design moment

M_(u)

of 390 ft .-kip. Place the longitudinal reinforcing uniformly in the four faces. Use

f^(')c=4000

psi and fy

=60,000

psi.

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