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 400 mm square column shown is supported by square footing on 5 piles 300 mm diameter each. Ultimate pile capacity of 320 kN. Column Axial Load: D = 420 kN L = 360 kN E = 210 kN Column Moment due to Earthquake: ME = 160 kN-m Required Strength: U = 1.32D + 1.1L + 1.1E Material strength: fy = 415 MPa, fc’ = 27 MPa 1. Calculate the ultimate wide beam shear stress (MPa) at critical section on the pile cap. A. 0.435 C. 0.263 B. 0.311 D. 0.234 2. Calculate the required spacing (mm) of 16-mm-diameter flexure bars for maximum bending of the pile cap. A. 110 C. 165 B. 95 D. 85 3. Calculate the maximum column moment due to earthquake, ME (kN-m), that can be sustained based on the pile capacity. A. 304 C. 485 B. 334 D. 280 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