A load of 2MN is applied on a short concrete column 500 mm x 500 mm. The column is reinforced with four steel bars of 10 mm diameter, one in each corner. Evaluate the stresses in the concrete and steel bars. Take E for steel as 2.1 x 10^{5 }N/mm^{2} and for concrete as 14 x 10^{5} N/mm^{2}.