Example $1.$ A W$12\backslash$times $40,$ ASTM $992$ section carry forces of $25\mathrm{.}0$ kips from dead load and $30\mathrm{.}0$ kips from live load in axial tension, as well as the following moments due to uniformly distributed loads:

$MyD=10\mathrm{.}0$kip$-ft$

$MyL=25\mathrm{.}0$kip$-ft$

The unbraced length $Lb$ and there $isno$ holes $in$ the member. $Is$ the member satisfactory?