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

Related MCQs

• The maximum percentage of moment redistribution allowed in RCC beams 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
• 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
• For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is
• Various types of steel used in RCC
• The maximum ratio of span to depth of a slab simply supported and
• The pitch of the main bars in a simply supported slab, should not exceed its effective depth by
• The maximum ratio of span to depth of a slab simply supported and spanning in two directions, 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
• The effective span of a simply supported slab, is