Question: Q1: Biaxial Bending and axial force in Column A rectangular column shown below is to be designed for N = 2400 kN and bending

Q1: Biaxial Bending and axial force in Column A rectangular column shown

Q1: Biaxial Bending and axial force in Column A rectangular column shown below is to be designed for N = 2400 kN and bending moments Mx = 240 kNm and M y = 150 kNm. Check the adequacy of the reinforcement. (dsc = 50 mm, all bars are N32, fe = 40 MPa) y 400 mm

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