Design an isolated square footing of uniform thickness for a RC column of
600kN and having a base size of 500mm x 500mm. The safe bearing capacity AP
of soil may be taken as 120kN/ m3. Use M20 concrete and Fe415 steel.
Column load = 600?kN
Column size = 500?mm × 500?mm
SBC = 120?kN/m²
Concrete = M20, Steel = Fe415