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

Related MCQs

• For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed
• For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed
• A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is
• For a simply supported beam of span 15 m, the minimum effective depth to satisfy the vertical deflection limits should be
• 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
• 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 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