The shear reinforcement in R.C.C. is provided to resist

Related MCQs

• In the zone of R.C.C. beam where shear stress is less than 5 kg/cm2 , nominal reinforcement is provided at a pitch of
• An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at
• If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is
• If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm2 , the length of the beam having nominal reinforcement, is
• The transverse reinforcements provided at right angles to the main reinforcement
• Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds
• Distribution reinforcement in a simply supported slab, is provided to distribute
• If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is
• The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm2 , safe shear stress 5 kg/cm2 and B.M. 24 mt,
• In a combined footing if shear stress exceeds 5 kg/cm2 , the nominal stirrups provided are: