RCC Structures Design The pitch of the main bars in a simply supported slab, should not exceed its effective depth by Three times Five times Four times Six times Three times Five times Four times Six times ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design 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 One-half lever arm of the section One-third lever arm of the section One and half lever arm of the section Lever arm of the section One-half lever arm of the section One-third lever arm of the section One and half lever arm of the section Lever arm of the section ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is 54.5 51.5 53.5 52.5 54.5 51.5 53.5 52.5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The weight of a foundation is assumed as 5% of wall weight 10% of wall weight 7% of wall weight 12% of wall weight 5% of wall weight 10% of wall weight 7% of wall weight 12% of wall weight ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows: An elliptical curve A circular curve A parabolic curve A straight line An elliptical curve A circular curve A parabolic curve A straight line ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design 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 (L/3) (1 - 5/qmax) (L/2) (1 - 5/qmax) (L/2) (1 - 3/qmax) (L/2) (1 - 2/qmax) (L/3) (1 - 5/qmax) (L/2) (1 - 5/qmax) (L/2) (1 - 3/qmax) (L/2) (1 - 2/qmax) ANSWER DOWNLOAD EXAMIANS APP
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