Previous Year Very Short Questions of RCCD (DIPLOMA civil enginerring 5th)

Elements of RCC design

Previous year question paper with solutions for Elements of RCC design

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  1. Minimum grade of concrete to be used for RCC works, as per I.S. 456-2000 is…………
  2. Weight of steel bar (in kg) per meter length can be calculated by………….
  3. In working stress method, the factor of safety for concrete =……… and steel = ………..
  4. Shear taken by bent-up bars is limited to………….
  5. Bond between steel and concrete can be increased by using ……… steel bars.
  6. The depth of neutral axis from the top compression edge increases with the ……. in amount of steel, provided in tension zone.
  7. A slab is considered to be two way slab when ratio of longer span to shorter span is………
  8. Main reinforcement is provided along ……….. span in case of one way slab.
  9. When the corners of a RCC slab are prevented from lifting, such slabs are termed as ……….
  10. The cross-sectional area of longitudinal reinforcement shall not be less than ………. percent, in case of RCC columns.
  11. Partial safety factor for concrete and steel are ……………….. and………….. respectively.
  12. Check for depth of beam indicates limit state of ………………
  13. For under-reinforced section: xu………… xumax
  14. The formula for calculating nominal shear stress in beams of slabs of uniform depth is …………..
  15. Transverse reinforcement safe guards the longitudinal reinforcement against…………………….
  16. At or near the support of simply supported beam where bending moment is zero the inclination of cracks will be…………………………
  17. The minimum tensile reinforcement in a simply supported beam shall not be less than……………
  18. The main reinforcement is provided in the direction of ……….. span in one way slab.
  19. The distribution steel is also known as …………………… reinforcement
  20. The minimum grade of concrete for post-tensioned work shall not be less than ……………………