Discussion of Principles of Structural Analysis and Design problems in preparation for Civil Engineering Licensure Examination.
Curated by: Engr. Harf Miranda (Sir Harf Engineering Tutorial) (125 videos)
Check out our Review Center: https://www.facebook.com/share/1AC24Wsb9v/?mibextid=wwXIfr SITUATION: The weight of the cylindrical tank is negligible in comparison to the weight of water it contains (water weighs 62.4 lb/ft3). The coefficient of static friction between the tank and the horizontal surface is μ. 1. Assuming a full tank, find the smallest force P (N) required to tip the tank. A. 442.36 C. 820.56 B. 163.24 D. 414.35 2. Assuming a full tank, find the smallest μ that would allow tipping to take place. A. 0.540 C. 0.421 B. 0.164 D. 0.291 3. If the force P = 200 lb initiates tipping, determine the depth (ft) of water in the tank. A. 1.52 C. 1.81 B. 1.63 D. 2.15 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 #theoryofstructures #cele #strengthofmaterials #mechanicsofmaterials #staticsofrigidbodies #steeldesign #compressionmember #trusses #friction #refresher #PSADRefresher #SHET