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: Beam BEH is supported by spandrel beams at the exterior edges and by a column E. The torsional resistance of beams ABC and GHI are not sufficient to restrain beam BEH at B and at H. For all beams b x h = 300 mm x 450 mm For all column sections = 400 mm x 400 mm Dead Load Wu = 6 kN/m all weights included Live Load Wu = 4.6 kN/m L1 = 8 m; L2 = 7 m; S1 = S2 = 2.5 m 1. Calculate the critical negative moment (kN-m) of beam BEH. A. 82.70 C. 49.26 B. 60.21 D. 33.87 2. Calculate the critical positive moment (kN-m) of beam BEH. A. 56.39 C. 44.31 B. 77.46 D. 42.61 3. Calculate the critical shear force of beam BEH. A. 40.53 C. 46.63 B. 40.55 D. 64.05 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