RCC Structures Design Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of h/4 h/2 2h/3 h/3 h/4 h/2 2h/3 h/3 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is D = 0.775 √a D = 0.775 a² D = 0.775 a D = 0.0775 a D = 0.775 √a D = 0.775 a² D = 0.775 a D = 0.0775 a ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The thickness of base slab of a retaining wall generally provided, is One fourth of the width of the steam at the bottom One-third of the width of the stem at the bottom One half of the width of the stem at the bottom Width of the stem at the bottom One fourth of the width of the steam at the bottom One-third of the width of the stem at the bottom One half of the width of the stem at the bottom Width of the stem at the bottom ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is WL²/24 WL²/47 WL²/16 WL/8 WL²/24 WL²/47 WL²/16 WL/8 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept 4.0 m 4.7 m 4.5 m 4.1 m 4.0 m 4.7 m 4.5 m 4.1 m ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be. Parabolic with convexity downward Straight above centroidal axis Straight below centroidal axis Parabolic with convexity upward Parabolic with convexity downward Straight above centroidal axis Straight below centroidal axis Parabolic with convexity upward ANSWER DOWNLOAD EXAMIANS APP
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