The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Related MCQs

• If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than
• In a cantilever retaining wall without a heel slab
• If is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is
• If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)
• In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as
• If is the load on a circular slab of radius , the maximum radial moment at the centre of the slab, is
• If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is
• If A is the area of the foundation of a retaining wall carrying a load W and retaining earth of weight w per unit volume, the minimum depth (h) of the foundation from the free surface of the earth, is
• If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by
• The thickness of base slab of a retaining wall generally provided, is