An $14-$ft long W$14$ X $120$ section $(50$ ksi steel$)$ is used as a beam$-$column

in a braced frame. The member must support service axial loads of P D $=70$ k$,$ and

P L $=100$ k and service moments M Dx $=60$ ft$-$k$,$ M Lx $=80$ ft$-$k$,$ M Dy $=40$ ft$-$k$,$ M Ly $=$

$60$ ft$-$k$.$ The moments are applied at both ends of the column to put it in single

curvature about both axes. Its ends are fixed in$-$ and out$-$of$-$plane, and it is not

subjected to intermediate transverse loads. Is the section satisfactory?