$1.$ Problem $10\mathrm{.}4.$A Using Table $10\mathrm{.}2,$ select a column shape for an axial dead

load of $60$ kips and an axial live load of $88$ kips if the unbraced height about both axes is $12$ ft$.$ A$992$ steel is to be used and K is assumed as $1\mathrm{.}0.$

$2.$ Problem $10\mathrm{.}4.$B Select a column shape using the same data as in Problem. $10\mathrm{.}4.$A$,$ except the dead load is $103$ kips and the live load is $155$ kips. The unbraced height about the x axis is $16$ ft and the unbraced height about the y axis is $12$ ft