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 reinforced concrete beams 300 mm wide has an effective depth of 500 mm and is reinforced for tension only. Given the material properties: Steel, fy = 345 MPa Concrete, fc’ = 21 MPa 1. NSCP states that the tension steel must have a minimum strain of 0.004. Calculate the maximum steel ratio. A. 0.01924 C. 0.01885 B. 0.01985 D. 0.01649 2. Calculate the maximum steel area (mm2) required. A. 2474 C. 2886 B. 2827 D. 2978 3. Calculate the maximum design capacity (kN-m). A. 315 C. 328 B. 301 D. 286 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