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 6:51 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 footing is to be designed for a moment of 180kN-m and a total vertical load of 360kN, what should be the minimum footing width (m) to prevent uplift?