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: The section of a monolithic floor system is shown in figure. The section has a 7 m simple span with beams 300 mm wide and 700 mm deep. Use fy = 415 MPa and f’c = 21 MPa. 1. Determine the depth of the stress block (mm) for one of the T-beams when the beam collapses in positive bending. A. 35 C. 85 B. 24 D. 126 2. Determine the nominal moment strength (kN-m) of one of the T-beams. A. 312 C. 487 B. 605 D. 550 3. Determine the maximum service floor live load (kPa) a T-beam can sustain if superimposed dead loads include 700 Pa floor finish, 350 Pa ceiling system and 1000 Pa partition. A. 34.9 C. 22.4 B. 42.1 D. 17.4 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