RCC Structures Design A flat slab is supported On columns On beams and columns On columns monolithically built with slab On beams On columns On beams and columns On columns monolithically built with slab On beams ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a L-beam, should be less than Least of the above Breadth of the rib + half clear distance between ribs One-sixth of the effective span Breadth of the rib + four times thickness of the slab Least of the above Breadth of the rib + half clear distance between ribs One-sixth of the effective span Breadth of the rib + four times thickness of the slab ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum area of tension reinforcement in beams shall not exceed 1 4 % 0.15 % 6 1 4 % 0.15 % 6 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus Triangular load of the wall Triangular load + load from the roof UDL of wall UDL of wall + load from the roof Triangular load of the wall Triangular load + load from the roof UDL of wall UDL of wall + load from the roof ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of One-half lever arm of the section One and half lever arm of the section One-third lever arm of the section Lever arm of the section One-half lever arm of the section One and half lever arm of the section One-third lever arm of the section Lever arm of the section ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A circular slab subjected to external loading, deflects to form a Semi-hemisphere None of these Paraboloid Ellipsoid Semi-hemisphere None of these Paraboloid Ellipsoid ANSWER DOWNLOAD EXAMIANS APP
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