To have pressure wholly compressive under the base of a retaining wall of width b, the resultant
of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity
not more than
(A) b/3
(B) b/4
(C) b/5
(D) b/6
of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity
not more than
(A) b/3
(B) b/4
(C) b/5
(D) b/6