A column with a $5\mathrm{.}8-$m effective length supports a centric load, with a ratio of dead to live load equal to $1\mathrm{.}3.$ The dead load factor is $Y_D=1\mathrm{.}2,$ the live load factor $Y_L=1\mathrm{.}6,$ and the resistance factor $=0\mathrm{.}90.$ Use ${}_Y=345$MPa and $E=200$GPa.

Problem $10\mathrm{.}086.$a $-$ Load and Resistance Factor Design of a Steel Column

Use load and resistance factor design to determine the allowable centric dead and live loads if the column is made of a W$25067$ rolled$-$steel shape. $($Round the final answer to the nearest whole number.$)$

The allowable centric dead load is $$ kN $.$

The allowable centric live load is $kN.$