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 2h/3 h/4 h/2 h/3 2h/3 h/4 h/2 h/3 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an inaccessible roof, is 75 kg/m² Nil 150 kg/cm² 200 kg/m² 75 kg/m² Nil 150 kg/cm² 200 kg/m² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width T - R R + T R - T √(R² + T²) T - R R + T R - T √(R² + T²) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows: A parabolic curve A circular curve A straight line An elliptical curve A parabolic curve A circular curve A straight line An elliptical curve ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Design of R.C.C. cantilever beams, is based on the resultant force at Fixed end Mid span Mid span and fixed support Free end Fixed end Mid span Mid span and fixed support Free end ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as C.L. standard system Magnel-Blaton system Lee-McCall system Freyssinet system C.L. standard system Magnel-Blaton system Lee-McCall system Freyssinet system ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS