RCC Structures Design The horizontal portion of a step in a stairs case, is known as Rise Flight Tread Winder Rise Flight Tread Winder ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Pick up the true statement from the following: All listed here Plain ceiling provides the best property diffusing light In the absence of beams, it is easier to install piping In the absence of beams, it is easier to paint All listed here Plain ceiling provides the best property diffusing light In the absence of beams, it is easier to install piping In the absence of beams, it is easier to paint ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam Are maintained at bottom to provide at least local bond stress Are curtailed if not required to resist the bending moment Are bent down at suitable places to serve as shear reinforcement Are bent up at suitable places to serve as shear reinforcement Are maintained at bottom to provide at least local bond stress Are curtailed if not required to resist the bending moment Are bent down at suitable places to serve as shear reinforcement Are bent up at suitable places to serve as shear reinforcement 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 0.207 L 0.307 L 0.107 L 0.407 L 0.207 L 0.307 L 0.107 L ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by Marcus formula Rankine Grashoff formula Grashoff formula Rankine formula Marcus formula Rankine Grashoff formula Grashoff formula Rankine formula ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pre-stressed concrete member is preferred because Its dimensions are not decided from the diagonal tensile stress Large size of long beams carrying large shear force need not be adopted Removal of cracks in the members due to shrinkage All listed here Its dimensions are not decided from the diagonal tensile stress Large size of long beams carrying large shear force need not be adopted Removal of cracks in the members due to shrinkage All listed here ANSWER DOWNLOAD EXAMIANS APP
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