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: Reinforced concrete beams 300 mm wide and 500 mm deep below the slabs are spaced 2.5 m on centers. The beams support a slab 100 mm thick carrying superimposed dead load of 3 kPa and live load of 4.8 kPa. In the typical frame shown below, columns E and H are removed so that girder BEHK supports beams DEF at E and GHI at H. 1. Calculate the factored load in kN at E induced by beam DE. A. 212.40 C. 238.32 B. 236.65 D. 228.91 2. Calculate the maximum negative ultimate moment in kN-m of beam DE. Assume full fixity at column supports. A. 106.20 C. 125.72 B. 119.16 D. 109.88 3. Calculate the maximum positive ultimate moment in kN-m of girder BK. A. 220.36 C. 208.73 B. 214.21 D. 205.21 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