RCC Structures Design The design of a retaining wall assumes that the retained earth Is not cohesive Is free from moisture All listed here Is dry Is not cohesive Is free from moisture All listed here Is dry ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the shear stress in a R.C.C. beam is All of these Equal or less than 5 kg/cm², no shear reinforcement is provided Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided Greater than 20 kg/cm², the size of the section is changed All of these Equal or less than 5 kg/cm², no shear reinforcement is provided Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided Greater than 20 kg/cm², the size of the section is changed ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows: A parabolic curve An elliptical curve A straight line A circular curve A parabolic curve An elliptical curve A straight line A circular curve ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The shear reinforcement in R.C.C. is provided to resist Horizontal shear Vertical shear Diagonal tension Diagonal compression Horizontal shear Vertical shear Diagonal tension Diagonal compression ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design High strength concrete is used in pre-stressed member All listed here To provide high bond stresses To overcome high bearing stresses developed at the ends To overcome bursting stresses at the ends All listed here To provide high bond stresses To overcome high bearing stresses developed at the ends To overcome bursting stresses at the ends 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
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