A steel column is to support a load as shown in figure. The column has a height of $5\mathrm{.}4m$ and has its end pin connected is to be laterally braced in the weak direction at the mid$-$height. The column is part of a braced frame. Check if the given section is adequate in LRFD$,$ Use $Cm=0\mathrm{.}85Cb=1\mathrm{.}0$

$W360262$

$A=33400m{m}^2$

$d=386mm$

$bf=399mm$

$tf=33\mathrm{.}3mm$

$tw=21\mathrm{.}1mm$

$rts=116mm$

$ry=102mm$

$rx=163mm$

$Ix=891{10}^{6}m{m}^4$

$Sx=4600{10}^{3}m{m}^3$

$Zx=5240{10}^{3}m{m}^3$

$J=11000{10}^{3}m{m}^3$

$Fy=250$MPa