Using the interaction diagram from Appendix A$,$ determine $P_n$ value for the short column shown using $f^{\text{'}}c=4,000$ psi and $f_y=60,000$ psi using normal weight concrete. The eccentricity is as shown. $($Hint: draw e$/$h lines on the interaction curves$)$

See attached interaction diagram

$=0\mathrm{.}8$