RCC Structures Design The design of a retaining wall assumes that the retained earth Is not cohesive Is dry All listed here Is free from moisture Is not cohesive Is dry All listed here Is free from moisture ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The load stress of a section can be reduced by Replacing smaller bars by greater number of greater bars Increasing the total perimeter of bars Decreasing the lever arm Replacing larger bars by greater number of small bars Replacing smaller bars by greater number of greater bars Increasing the total perimeter of bars Decreasing the lever arm Replacing larger bars by greater number of small bars ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is A/P P/A 2A/P P/2A A/P P/A 2A/P P/2A ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The transverse reinforcements provided at right angles to the main reinforcement All of these Resist the temperature stresses Distribute the load Resist the shrinkage stress All of these Resist the temperature stresses Distribute the load Resist the shrinkage stress ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A flat slab is supported On columns monolithically built with slab On beams and columns On beams On columns On columns monolithically built with slab On beams and columns On beams On columns ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the shear stress in a R.C.C. beam is Greater than 20 kg/cm², the size of the section is changed Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided Equal or less than 5 kg/cm², no shear reinforcement is provided All of these Greater than 20 kg/cm², the size of the section is changed Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided Equal or less than 5 kg/cm², no shear reinforcement is provided All of these ANSWER DOWNLOAD EXAMIANS APP
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