PSAD SITUATION 3: RC Column

CELE Past Board Exam Problem Situation 3: Given: Column dimension, W x L = 400 mm x 600 mm Main reinforcement, Ast = 10 of 25 mm φ bars Ties of hoop reinforcement = 12 mm φ spaced at 100 mm o.c. Concrete compressive strength, fc’ = 28 MPa Steel yield strength, fy = 415 MPa Clear concrete cover = 40 MPa Permissible concrete shear stress = 0.88 MPa 1. Calculate the nominal axial load strength of the column, Pn. 2. Calculate the nominal shear capacity of the section, Vnx. 3. Calculate the nominal shear capacity of the section, Vny. 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 #RCD #reinforcedconcrete