Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Related MCQs

• Design of R.C.C. cantilever beams, is based on the resultant force at
• 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 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
• Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by
• 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
• The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept
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• In a simply supported slab, alternate bars are curtailed at