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)
SITUATION: A hollow steel shaft ACB of outside diameter 50 mm and inside diameter 40 mm is held against rotation at ends A and B Horizontal forces P are applied at the ends of a vertical arm that is welded to the shaft at point C. 1. If P = 3 kN, calculate the minimum torsional shearing stress (MPa) in the shaft. A. 33.12 C. 39.75 B. 26.50 D. 49.69 2. If P = 3 kN, calculate the maximum torsional shearing stress (MPa) in the shaft. A. 33.12 C. 39.75 B. 26.50 D. 49.69 3. Determine the allowable value of the forces P (kN) if the maximum permissible shear stress in the shaft is 45 MPa. A. 2.72 C. 3.65 B. 3.33 D. 2.45 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