A short column having cross section 460 × 600 mm (overall depth). It is given that the column is meeting the general requirements of the relevant code for the minimum eccentricity (emin) as per IS 456 : 2000. If 10 bars of 20 mm diameter is provided as main bar in the column. Calculate the ultimate load carrying capacity of the column (in kN) as per IS 456 : 2000. Use M - 25 concrete and Fe - 415 steel?
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