An RCC short column (with lateral ties) of rectangular cross section of $250 \: mm \times 300 \: mm$ is reinforced with four numbers of $16$ mm diameter longitudinal bars. The grades of steel and concrete are $\text{Fe}415$ and $M20$, respectively. Neglect eccentricity effect. Considering limit state of collapse in compression ($\text{IS }456:2000$), the axial load carrying capacity of the column (in kN, up to one decimal place), is ______