A column $(150$ UC $23\mathrm{.}4)$ is under axial compression. Determine the factored compression capacity $(N_c).$ Assume effective length $=3\mathrm{.}0m.$ Given: $f_y=300\frac{N}{m}{m}^2.$

Hint: Section $6$ AS$4100$:$2020$

$425\mathrm{.}6kN$

$894kN$

$490\mathrm{.}8kN$

$545\mathrm{.}3kN$