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)
Check out our Review Center: https://www.facebook.com/share/1AC24Wsb9v/?mibextid=wwXIfr SITUATION: A W350x82 column (bf = 250 mm, d = 350 mm) carries a factored axial load of 1,632 kN. It bears on a steel base plate 500 mm x 600 mm on a square footing 2.4 m x 2.4 m x 450 mm. Concrete cover to bar centroid of steel reinforcement for bending = 100 mm. Critical section for shear is defined at distance “d” for one way shear and distance “d/2” for two-way shear, from midway of column face and edge of base plate. 1. Calculate the ultimate beam shear stress in MPa at critical section. A. 0.59 C. 0.76 B. 0.82 D. 0.65 2. Calculate the ultimate punching shear stress in MPa at critical section. A. 1.50 C. 1.41 B. 1.63 D. 1.08 3. Calculate the maximum ultimate bending moment in kN·m on the footing slab if the critical section for bending is midway of column face and edge of base plate. A. 242.67 C. 366.14 B. 392.91 D. 233.26 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