CE 702 · Chapter 11
Design a R.C concrete spread footing for a RC wall having 4m length and 300mm width. Total load on wall is equal to 1000KN at service state. Take M20 and Fe415 grades of concrete and steel respectively, and safe bearing capacity of soil = 150KN/m².
Describe the steps for design of a rectangular RC footing. Why shear reinforcement is not provided in footing?
Design an isolated footing to support a square column of 400×400 mm. The column (400×400mm) carries a service load of 1200 kN. The allowable soil pressure is 150 kN/m². Use M20 concrete and Fe415 grade steel. Unit weight of soil above footing base = 18 kN/m³. Necessary missing data assume suitably.