RCC Structures Design Distribution reinforcement in a simply supported slab, is provided to distribute Temperature stress Load Shrinkage stress All listed here Temperature stress Load Shrinkage stress All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is Stress in concrete × area of concrete Stress in concrete × area of concrete + Stress in steel × area of steel Stress in steel × area of steel None of these Stress in concrete × area of concrete Stress in concrete × area of concrete + Stress in steel × area of steel Stress in steel × area of steel None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Minimum spacing between horizontal parallel reinforcement of the same size should not be less than 3 diameters 2.5 diameters One diameter 3.5 diameters 3 diameters 2.5 diameters One diameter 3.5 diameters ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The self-weight of the footing, is Not considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Both (b) and (c) Also considered for calculating the upward pressure on footing Not considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Both (b) and (c) Also considered for calculating the upward pressure on footing 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 Replacing larger bars by greater number of small bars Decreasing the lever arm Increasing the total perimeter of bars Replacing smaller bars by greater number of greater bars Replacing larger bars by greater number of small bars Decreasing the lever arm Increasing the total perimeter of bars ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is [(p₁ + p₂)/4] h (p₁ - p₂) ⅔h [(p₁ + p₂)/2] h [(p₁ - p₂)/2] h [(p₁ + p₂)/4] h (p₁ - p₂) ⅔h [(p₁ + p₂)/2] h [(p₁ - p₂)/2] h ANSWER DOWNLOAD EXAMIANS APP
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