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)
Enrol to our Review Center: https://www.facebook.com/share/1AC24Wsb9v/?mibextid=wwXIfr SITUATION: A beam is 350 mm wide and has a depth of 700 mm. Cover up to the centroid of reinforcements is 80 mm. It is subject to an ultimate moment Mu = 1165 kN-m. Use f’c = 35 MPa and fy = 415 MPa. 1. Calculate for the ultimate moment capacity of the beam for singly reinforced condition in kN-m assuming that the tensile strain is limited to 0.004 upon crushing of concrete. A. 625 C. 595 B. 780 D. 932 2. Calculate for the required area of the tension reinforcement in mm2. A. 7210 C. 6600 B. 6315 D. 5490 3. Calculate for the required are of the compression reinforcement in mm2. A. 1150 C. 1266 B. 1175 D. 2204 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