You are to design a three hundred millimeters thick concrete wall that is centrally located on a footing. The allowable
Posted: Wed Jun 08, 2022 6:53 am
You are to design a three hundred millimeters thick concrete wall that is centrally located on a footing. The allowable soil bearing pressure is 192kPa. If the total vertical load is given as 540kN, the given resisting moment is at 1120kN-m, and the given footing width is at 4m, how much is the allowable overturning moment (kN-m) such that there will be no tensile stress in the footing?