PSAD Refresher 138: Eccentrically Loaded Reinforced Concrete Column

Enrol to our Review Center: https://www.facebook.com/share/1AC24W... SITUATION: The reinforced concrete column shown is reinforced with 6 – 25 mm φ bars with fy = 415 MPa and fc’ = 27 MPa. Dimensions: B x H = 350 mm x 300 mm Effective cover to bar centroid = 60 mm 1. Calculate the nominal balanced eccentricity (mm). A. 257 C. 247 B. 229 D. 286 2. Calculate the nominal load (kN) when e = 150 mm. A. 1092 C. 1390 B. 2264 D. 1450 3. Calculate the nominal load (kN) when e = 350 mm A. 866 C. 615 B. 536 D. 496 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