Design a reinforced concrete footing for rectangular column of section 300 mm × 500 mm supporting an axial factored load of 1500 kN. The safe bearing capacity of soil at the site is 185 KN/m^2. Adopt M-20 grade concrete and Fe-415 HYSD bars. Use IS - 456 Code Book
Question taken from Anna University April May 2015 (CE 2306)
