The column cross$-$section shown is strained to $+0\mathrm{.}0025$ at the centroid of the left$-$hand bars and to $-0\mathrm{.}003$ to the right$-$hand edge $($positive sign means tension$).$ Determine the factored axial load and factored moment around the Y$-$Y axis that the column cross$-$section can carry under these conditions assuming a non$-$slender column behavior. Use $f_c^{\text{'}}=3,500$ psi and $f_y=60,000$ psi, As $==111$ bars, and #$4$ stirrups.