For an axially loaded column of size 300 mm × 600 mm, calculate the area of rectangular footing of uniform thickness required in m2.
Take (Weight of column + Weight of footing) = 1300 kN.
Safe Bearing capacity of soil = 150 kN/m2
1
8.99 m2
2
8.77 m2
3
8.67 m2
4
8.88 m2