Choose main reinforcement in two parallel rows and use #$3$ ties for a $10$ in by $20$ in column. Use f $=4$ ksi and fy $=60$ ksi. Slenderness may be neglected. Factored loads are P$.190$ k and M $=235$ k$*$ft $($about strong axis of bending$).$ You may assume $2\mathrm{.}5$ in from the outside face of the column to the center of the main reinforcement bars to speed calculation of yh$.$ You may use interaction diagrams. Sketch the cross$-$section of the final design. $(20$ pts