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 a² D = 0.775 √a D = 0.0775 a D = 0.775 a D = 0.775 a² D = 0.775 √a ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The effective span of a simply supported slab, is Distance between the centers of the bearings Clear distance between the inner faces of the walls plus twice the thickness of the wall Clear span plus effective depth of the slab None of these Distance between the centers of the bearings Clear distance between the inner faces of the walls plus twice the thickness of the wall Clear span plus effective depth of the slab None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If diameter of a reinforcement bar is d, the anchorage value of the hook is 16d 12d 8d 4d 16d 12d 8d 4d ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A circular slab subjected to external loading, deflects to form a Paraboloid None of these Semi-hemisphere Ellipsoid Paraboloid None of these Semi-hemisphere Ellipsoid ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an inaccessible roof, is 75 kg/m² 200 kg/m² 150 kg/cm² Nil 75 kg/m² 200 kg/m² 150 kg/cm² Nil ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are 12 legged 10 legged 8 legged 6 legged 12 legged 10 legged 8 legged 6 legged ANSWER DOWNLOAD EXAMIANS APP