RCC Structures Design The minimum clear cover for R.C.C. columns shall be Smaller of 25 mm or diameter Greater of 25 mm or diameter Smaller of 40 mm or diameter Greater of 40 mm or diameter Smaller of 25 mm or diameter Greater of 25 mm or diameter Smaller of 40 mm or diameter Greater of 40 mm or diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design To ensure uniform pressure distribution, the thickness of the foundation, is Decreased gradually towards the edge Increased gradually towards the edge Kept uniform throughout Kept zero at the edge Decreased gradually towards the edge Increased gradually towards the edge Kept uniform throughout Kept zero at the edge ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Design of R.C.C. cantilever beams, is based on the resultant force at Fixed end Mid span Free end Mid span and fixed support Fixed end Mid span Free end Mid span and fixed support ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design On an absolutely rigid foundation base, the pressure will Be more at the edges of the foundation Not be uniform Be zero at the centre of the foundation Be uniform Be more at the edges of the foundation Not be uniform Be zero at the centre of the foundation Be uniform ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum area of tension reinforcement in beams shall not exceed 1 4 % 6 0.15 % 1 4 % 6 0.15 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is D = 0.775 a² D = 0.0775 a D = 0.775 a D = 0.775 √a D = 0.775 a² D = 0.0775 a D = 0.775 a D = 0.775 √a ANSWER DOWNLOAD EXAMIANS APP
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