In a singly reinforced beam, the effective depth is measured from its compression edge to

Related MCQs

• In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called
• In a singly reinforced beam
• 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
• 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
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• The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called
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• 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
• Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds
• Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds Drop panel