In a combined footing for two columns carrying unequal loads, the maximum hogging bending
moment occurs at
(A) Less loaded column
(B) More loaded column
(C) A point of the maximum shear force
(D) A point of zero shear force
moment occurs at
(A) Less loaded column
(B) More loaded column
(C) A point of the maximum shear force
(D) A point of zero shear force