RCC Structures Design In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is W - 2P cos θ W - P cos θ W - 2P sin θ W - P sin θ W - 2P cos θ W - P cos θ W - 2P sin θ W - P sin θ ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The design of a retaining wall assumes that the retained earth Is dry Is not cohesive Is free from moisture All listed here Is dry Is not cohesive Is free from moisture All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The shear reinforcement in R.C.C. is provided to resist Diagonal compression Diagonal tension Horizontal shear Vertical shear Diagonal compression Diagonal tension Horizontal shear Vertical shear ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is 51.5 54.5 52.5 53.5 51.5 54.5 52.5 53.5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum permissible size of aggregates to be used in casting the ribs of a slab, is 15 mm 5 mm 7.5 mm 10 mm 15 mm 5 mm 7.5 mm 10 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The self-weight of the footing, is Also considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Not considered for calculating the upward pressure on footing Both (b) and (c) Also considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Not considered for calculating the upward pressure on footing Both (b) and (c) ANSWER DOWNLOAD EXAMIANS APP
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