Since the beam reaction force is applied 240 mm from the column centerline, the 1,200 kN force will create both an internal axial force F and an internal bending moment M at the base of the column.
Since the beam reaction force is applied 240 mm from the column centerline, the 1,200 kN force will create both an internal axial force F and an internal bending moment M at the base of the column.