note convert all units to metric before solving,

solve only LRFD method $($ the normal method $)$

change all material in problems to Fy $=300$ MPA and Fu$=470$Mpa

An HSS $106\frac{5}{16}$ with $F_y=46$ksi is used as a column. The length is $15$ feet.

Both ends are pinned, and there is support against weak axis buckling at a point

$6$ feet from the top. Determine

a$.$ the design strength for LRFD$.$

b$.$ the allowable stress for ASD.