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) (160 videos)
Enrol to our Review Center: https://www.facebook.com/share/1AC24Wsb9v/?mibextid=wwXIf SITUATION: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical forces P1 and P2 acting at points A and D, respectively. Bars BE and CF are made of steel. Given: P1 = 400 kN P2 = 360 kN Steel elasticity, Es = 200 GPa Area of BE = 11,100 mm2 Area of CF = 9,280 mm2 1. If the allowable bolt shear is 60 MPa, determine the minimum required bolt diameter (mm) at B and C in single shear. A. 100 C. 90 B. 95 D. 120 2. Determine the vertical displacement (mm) of point A. A. 0.60 C. 0.20 B. 0.88 D. 0.40 3. Determine the vertical displacement (mm) of point D. A. 0.88 C. 0.20 B. 0.60 D. 0.40 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