The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Related MCQs

• 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
• For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed
• In a simply supported slab, alternate bars are curtailed at
• If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is
• The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is
• The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is
• A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm2 , the area of steel required, is
• The effective span of a simply supported slab, is
• For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to