Specification Load Requirements Result and analysis
Height of concrete wall = 3.5m Thickness of wall = 300mm Grade of concrete use = M30 Grade of steel use = Fe 500 Design Code: IS 456
Carrying load = 1000KN
Provided 20mm diameter @ 200mm c/c vertical reinforcement. Horizontal nominal reinforcement = 0.4% into cross section of Ast = (0.4/100)x250x1000 = 1000mm2 Provided 10mm diameter @ 100mm c/c. Figure 15
Concrete wall Footing, Dimention = 1.5m x 8.55m, Grade of Steel Fe 500, Grade of Concrete = M30 Load Requirements as per ACI code Axial load for vertical section is taken in 2000KN Figure 16