RCC Structures Design On piles, the drop must be at least 120 cm 124 cm 123 cm 80 cm 120 cm 124 cm 123 cm 80 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is 48 d 58 d 28 d 38 d 48 d 58 d 28 d 38 d ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is 0.407 L 0.307 L 0.207 L 0.107 L 0.407 L 0.307 L 0.207 L 0.107 L ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the length of a combined footing for two columns l meters apart is L and the projection on the left side of the exterior column is x, then the projection y on the right side of the exterior column, in order to have a uniformly distributed load, is (where x̅ is the distance of centre of gravity of column loads). y = L - (l - x̅) y = L/2 - (l + x̅) y = L/2 + (l - x̅) y = L/2 - (l - x̅) y = L - (l - x̅) y = L/2 - (l + x̅) y = L/2 + (l - x̅) y = L/2 - (l - x̅) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Lapped splices in tensile reinforcement are generally not used for bars of size larger than 30 mm diameter 24 mm diameter 18 mm diameter 36 mm diameter 30 mm diameter 24 mm diameter 18 mm diameter 36 mm diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design 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 25 20 10 15 25 20 10 15 ANSWER DOWNLOAD EXAMIANS APP
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