PSAD SITUATION 11: Combined Axial Load and Moment in Footing

CELE Past Board Exam Problem Situation 11: A rectangular footing is subjected to the following loads: Axial Load: DL = 580 kN LL = 420 kN Moment about the x-axis: MDL = 105 kN-m MLL = 45 kN-m Moment about the y-axis: MDL = 140 kN-m MLL = 110 kN-m Height of earth fill above the footing, D = 1.5 m Depth of footing, H = 600 mm Soil Unit Weight = 17 kN/m3 Concrete Unit Weight = 24 kN/m3 B x L = 3 m x 2 m 1. Calculate the maximum net soil pressure (kPa). 2. Calculate the minimum net soil pressure (kPa). 3. Calculate the required soil bearing capacity (kPa). Thanks for watching! Comment for questions and suggestions for future lecture in this series. Subscribe and hit the bell button to be notified for future posts. #civilengineering #boardexam #engineering #structuralanalysis #structuralengineering #CivilEngineeringLicensureExamination #PRC #PSAD #Footing #foundationengineering #geotechnicalengineering