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. A circular slab subjected to external loading, deflects to form a
  2. The weight of reinforced concrete, is generally taken as
  3. A pre-cast pile generally used, is
  4. If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by
  5. As per IS : 1343, total shrinkage for a pre-tensioned beam, is
  6. The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called
  7. The self-weight of the footing, is
  8. If permissible working stresses in steel and concrete are respectively 1400 kg/cm2 and 80 kg/cm2 and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is
  9. The pitch of the main bars in a simply supported slab, should not exceed its effective depth by
  10. Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of
  11. For a ribbed slab
  12. Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by
  13. Cantilever retaining walls can safely be used for a height not more than
  14. 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
  15. For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed
  16. If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is
  17. To ensure uniform pressure distribution, the thickness of the foundation, is
  18. The design of a retaining wall assumes that the retained earth
  19. Steel beam theory is used for
  20. Thickened part of a flat slab over its supporting column, is technically known as
  21. Enlarged head of a supporting column of a flat slab is technically known as
  22. The length of the straight portion of a bar beyond the end of the hook, should be at least
  23. The maximum permissible size of aggregates to be used in casting the ribs of a slab, is
  24. If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as
  25. A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds