If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

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
• The maximum ratio of span to depth of a slab simply supported and spanning in two directions, 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)
• The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is
• If l1 and l2 are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w1 and w2acting on strips parallel to l2 and l1 is
• Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by
• For stairs spanning l metres longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is
• If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken 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