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

Related MCQs

• 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 the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by
• If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment
• If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R‘fixed at tsends, the maximum positive radial moment at its centre, is
• In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at
• An R.C.C. roof slab is designed as a two way slab if
• The maximum ratio of span to depth of a slab simply supported and
• The maximum permissible size of aggregates to be used in casting the ribs of a slab, is
• The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is
• The maximum diameter of a bar used in a ribbed slab, is