Question: 9 . 8 . Design the reinforcement for a nonslender 1 5 i n . 2 0 in . column to carry the following loading.

9.8. Design the reinforcement for a nonslender 15in.20 in. column to carry the following loading.
The factored ultimate axial force Pu=300,000lb. The eccentricity e to gcometric centroid =6in.
Given:
fc'=4000psi
fy=60,000psi
9 . 8 . Design the reinforcement for a nonslender

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