PSAD SITUATION 185: Analysis for Shear in Spiral RC Column | CELE November 2018

Enrol to our Review Center: https://www.facebook.com/share/1AC24W... SITUATION: A column 600 mm in diameter is reinforced with 8 – 25 mm φ bars and 12 mm spirals spaced at 100 mm on centers. Given: φ = 0.75 fy = 413 MPa for main bars fy = 275 MPa for spirals fc’ = 30 MPa 1. Calculate the nominal shear strength provided by the concrete (kN). A. 243.63 C. 268.17 B. 348.26 D. 189.24 2. Calculate the nominal shear strength provided by the shear reinforcement (kN). A. 224.20 C. 448.41 B. 149.16 D. 298.58 3. Calculate the nominal shear stress (MPa) in the column if Vu = 800 kN A. 1.62 C. 3.70 B. 5.86 D. 2.78 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