Rcc structures design
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Rcc structures design questions with answers

181 multiple-choice questions. Open any question for its answer and explanation.

  1. As per I.S. 456 - 1978, the pH value of water shall be
  2. To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is
  3. Pick up the correct statement from the following
  4. Pick up the assumption for the design of a pre-stressed concrete member from the following
  5. Pick up the incorrect statement from the following
  6. Pick up the correct statement from the following
  7. Pick up the true statement from the following
  8. The toe projection of foundation slabs is taken
  9. The width of the flange of a L-beam, should be less than
  10. The width of the flange of a T-beam should be less than
  11. A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is
  12. If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.
  13. If the average bending stress is 6 kg/cm2 for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is
  14. A pre-stressed concrete member is preferred because
  15. If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)
  16. If jd is the lever arm and $$\sum {\text{O}} $$ is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is
  17. The minimum head room over a stair must be
  18. For stairs spanning $$l$$ meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is
  19. If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is
  20. According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is
  21. If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is
  22. If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm2, the length of the beam having nominal reinforcement, is
  23. Dimensions of a beam need be changed if the shear stress is more than
  24. The minimum cube strength of concrete used for a pre-stressed member, is
  25. Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at