PSAD SITUATION 99: Wall Footing w/ Axial Load, Righting and Overturning Moment | CELE November 2018

CELE Past Board Exam Problem To learn more, enrol now to iReview Tutorial and Review Center: https://www.facebook.com/share/1AC24W... SITUATION: A 300 mm thick concrete wall is to be centrally located on a footing. The allowable soil bearing pressure is 192 kPa. 1. The footing is to be designed for a moment of 160 kN-m and a total vertical load of 320 kN. What should be the minimum footing width, in meters, to prevent uplift? A. 1.8 B. 2.5 C. 3.0 D. 3.7 2. Given: Total vertical load, P = 540 kN Resisting moment, M = 1080 kN-m The footing width is 4 m. How much is the allowable overturning moment (kN-m) such that there will be no tensile stress in the footing? A. 280 B. 300 C. 360 D. 380 3. Given: Resisting moment = 945 kN-m Overturning moment = 315 kN-m Total vertical load = 450 kN Footing width = 4.2 m Which of the following gives the maximum soil pressure (kPa)? A. 321 B. 214 C. 288 D. 333 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. Check out our Review Center: https://www.facebook.com/share/1AC24W... #civilengineering #boardexam #engineering #structuralanalysis #structuralengineering #CivilEngineeringLicensureExamination #PRC #PSAD #loadanalysis #theoryofstructures #influencelines #CELESeptember2025