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 data of a 3-m cantilever beam section is given: B x H = 300 mm x 600 mm Bar diameter = 16 mm Clear concrete cover to 10 mm stirrups = 40 mm Unit weight of concrete = 24 kN/m3 Material strengths: fc’ = 28 MPa, fy = 415 MPa Reduction factor = 0.90 The beam will carry a 6 kN/m superimposed dead load and 5.6 kN/m live load. Use NSCP 2010/2015 provisions. 1. Calculate the total factored uniform load (kN/m). A. 21.34 C. 12.45 B. 16.16 D. 24.23 2. Calculate the critical factored moment (kN-m) A. 56.03 C. 72.72 B. 109.04 D. 96.05 3. Determine the required number of tension bars. A. 2 C. 4 B. 3 D. 5 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