(Solved): Consider a rectangular tied column reinforced with 6-f32 mm vertical bars as shown in the accompan ...

Consider a rectangular tied column reinforced with 6-f32 mm vertical bars as shown in the accompanying figure. Material strengths are f'c = 21 MPa and fy = 415 MPa. Compute the nominal bending moment strength in kN'm at balanced condition with bending about y-axis. 400 mm 280 mm 500 mm 360 mm V