Determine the compressive load carrying capacity $($both LRFD and ASD$)$ for a W$14*211$ section using the following given table of AISC manual $($Page $2).$ The column has overall length of $30A,$ fixed at one end and hinged at other end. $30$ Poists

All the following figures are relevant to problem $3.$

$\backslash$table$[[$TABLE $5\mathrm{.}1,$imate,$ad1,$ivete:,$k=0,1,,],[\backslash$table$[[$fludiled shape of columin$],[$is thown by dinbed line$]],($a$),($b$),($c$),($A$),($f$),$