$3-$ Using the interaction diagram below, evaluate a $14"14"$ concrete column reinforced with $4$ #$6$ rebar. Axial load is $60$ kips with a $1\mathrm{.}5-$inch eccentricity. Concrete strength is $4$ ksi $,$ and reinforcement strength is $60$ ksi $.$ Show all your calculations $(30$ points$)$

Load eccentricity variable, $R_{n}q,$

Axial load variable, $K_{n}q,$

Will this column be strong enough? $($circle one$)q,$