An RCC short column (with lateral ties) of rectangular cross section of $250 \mathrm{~mm} \times 300 \mathrm{~mm}$ is reinforced with four numbers of $16 \mathrm{~mm}$ diameter longitudinal bars. The grades of steel and concrete are Fe415 and M20, respectively. Neglect eccentricity effect. Considering limit state of collapse in compression (IS 456: 2000 ), the axial load carrying capacity of the column (in $\mathrm{kN},$ up to one decimal place), is
An RCC short column (with lateral ties) of rectangular cross section of $250 \mathrm{~mm} \times 300 \mathrm{~mm}$ is reinforced with four numbers of $16 \mathrm{~mm}$ diameter longitudinal bars. The grades of steel and concrete are Fe415 and M20, respectively. Neglect eccentricity effect. Considering limit state of collapse in compression (IS 456: 2000 ), the axial load carrying capacity of the column (in $\mathrm{kN},$ up to one decimal place), is