In a simply supported slab, alternate bars are curtailed at

Related MCQs

• The pitch of the main bars in a simply supported slab, should not exceed its effective depth by
• 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)
• If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is
• The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is
• Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by
• The maximum ratio of span to depth of a slab simply supported and spanning in two directions, 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
• The effective span of a simply supported slab, 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
• Distribution reinforcement in a simply supported slab, is provided to distribute