Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Related MCQs

• 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
• 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 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 the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by
• Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory
• The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is
• The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is
• An R.C.C. roof slab is designed as a two way slab if
• 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
• In a simply supported slab, alternate bars are curtailed at