RCC Structures Design For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is 7.5 8.5 5.8 0.87 7.5 8.5 5.8 0.87 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 = 0.0775 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 D = 0.775 a² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an inaccessible roof, is 150 kg/cm² 75 kg/m² 200 kg/m² Nil 150 kg/cm² 75 kg/m² 200 kg/m² Nil ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a L-beam, should be less than Breadth of the rib + four times thickness of the slab Least of the above One-sixth of the effective span Breadth of the rib + half clear distance between ribs Breadth of the rib + four times thickness of the slab Least of the above One-sixth of the effective span Breadth of the rib + half clear distance between ribs ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is 2800/C² 2800/3C 2800/C 2300/2C 2800/C² 2800/3C 2800/C 2300/2C ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Dimensions of a beam need be changed if the shear stress is more than 25 kg/cm² 20 kg/cm² 15 kg/cm² 10 kg/cm² 25 kg/cm² 20 kg/cm² 15 kg/cm² 10 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
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