RCC Structures Design Dimensions of a beam need be changed if the shear stress is more than 20 kg/cm² 25 kg/cm² 10 kg/cm² 15 kg/cm² 20 kg/cm² 25 kg/cm² 10 kg/cm² 15 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a cantilever retaining wall without a heel slab Base slab is made 10 cm thicker than the stem All listed here Thickness of the stem is kept same throughout Width of the base slab is kept 0.7 time the total height of the wall Base slab is made 10 cm thicker than the stem All listed here Thickness of the stem is kept same throughout Width of the base slab is kept 0.7 time the total height of the wall 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 10 mm 7.5 mm 5 mm 15 mm 10 mm 7.5 mm 5 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The transverse reinforcements provided at right angles to the main reinforcement Resist the temperature stresses All of these Distribute the load Resist the shrinkage stress Resist the temperature stresses All of these Distribute the load Resist the shrinkage stress ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is 0.3 H 0.7 H 0.5 H 0.4 H 0.3 H 0.7 H 0.5 H 0.4 H ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum clear cover for R.C.C. columns shall be Smaller of 40 mm or diameter Smaller of 25 mm or diameter Greater of 25 mm or diameter Greater of 40 mm or diameter Smaller of 40 mm or diameter Smaller of 25 mm or diameter Greater of 25 mm or diameter Greater of 40 mm or diameter ANSWER DOWNLOAD EXAMIANS APP
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