(Solved): SITUATION 2: Column dimensions. W x L=400mm x 600mm Main reinforcement, Asl =10-25mm (diameter) Ti ...

SITUATION 2: Column dimensions. W x L=400mm x 600mm Main reinforcement, Asl =10-25mm (diameter) Ties of hoop reinforcement =12mm (diameter ) spaced at 100 mmo.c. Concrete strength, fc = 28Mpa Steel Strength, fy =415Mpa Clear concrete cover =40mm Permissible concrete shear stress =0.88Mpa d. Calculate the nominal axial load strength of the column e. Calculate the ulimate axial load strength of the column f. Calculate the nominal shear strength of the section, V_(nx) g. Calculate the nominal shear strength of the section, V_(ny)