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) (135 videos)
Enrol to our Review Center: https://www.facebook.com/share/1AC24Wsb9v/?mibextid=wwXIfr SITUATION: A rectangular beam has the following properties: Width, b = 300 mm Effective depth, d = 490 mm Concrete compressive strength, fc’ = 27.6 MPa Steel yield strength, fy = 276 MPa 1. Determine the required tension steel (mm2) if the beam is to resist a factored bending moment, Mu = 20 kN-m. A. 560 C. 746 B. 882 D. 167 2. Determine the required tension steel (mm2) if the beam is to resist a factored bending moment, Mu = 140 kN-m. A. 1362 C. 1272 B. 1209 D. 1386 3. Determine the required tension steel (mm2) if the beam is to resist a factored bending moment, Mu = 410 kN-m. A. 4892 C. 4109 B. 3885 D. 4521 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