A. 2.5% of the column load
B. Bending moment due to 2.5% of the column load
C. Shear force due to 2.5% of the column load
D. None of them
A. 2.5% of the column load
B. Bending moment due to 2.5% of the column load
C. Shear force due to 2.5% of the column load
D. None of them