Assume that the memher $($Column $B)$ in Problem

$13\mathrm{.}4$ is part of an unbroced frame and that max$-$

jmum nonsway moments $M_{3m}$ are $28$ and $20$

ft$-$kips dee to dead and live loads, respectively.

Also, a maximum $M_2,$ swaty noment of $85$ li$-$

kips dte to strengils$-$level wind losd mus the

carried. The axial compressite leak are $30$ hips

service dead foad and t$)$ hips service lise losk.

The total factored load $P,$ to all lite coltums

the $1+-$is$.$ spuare exterior column $($column $k).$

If found to be inadequate. redesign the member

assuming that the loadings are not affected hy $.$t

change in member sifliness.