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Home Civil Engineering RCC Structures Design Comments

  • Question
  • In a slab, the pitch of the main reinforcement should not exceed its effective depth


  • Options
  • A. three times
  • B. four times
  • C. five times
  • D. two times.

  • Correct Answer
  • three times 


  • RCC Structures Design problems


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    • 1. The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is

    • Options
    • A. 35
    • B. 25
    • C. 30
    • D. 20
    • E. 15
    • Discuss
    • 2. A pre-stressed concrete member is preferred because

    • Options
    • A. its dimensions are not decided from the diagonal tensile stress
    • B. large size of long beams carrying large shear force need not be adopted
    • C. removal of cracks in the members due to shrinkage
    • D. all the above.
    • Discuss
    • 3. If A is the sectional area of a prestressed rectangular beam provided with a tendon prestressed by a force P through its centroidal longitudinal axis, the compressive stress in concrete, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 4. If the neutral axis of a T-beam is below the slab, the relationship between the flange width B, depth of neutral axis n, thickness of the slab ds, effective depth of the beam d, gross area of tensile steel At and the modular ratio m may be stated as

    • Options
    • A.
    • B.
    • C.
    • D. Bds(n - ds) = mAt(d - n)
    • Discuss
    • 5. For a ribbed slab

    • Options
    • A. clear spacing between ribs shall not be greater than 4.5 cm
    • B. width of the rib shall not be less than 7.5 cm
    • C. overall depth of the slab shall not exceed four times the breadth of the rib
    • D. all the above.
    • Discuss
    • 6. An R.C.C. column is treated as short column if its slenderness ratio is less than

    • Options
    • A. 30
    • B. 35
    • C. 40
    • D. 50
    • E. 60
    • Discuss
    • 7. After prestressing process is completed, a loss of stress is due to

    • Options
    • A. shrinkage of concrete
    • B. elastic shortening of concrete
    • C. creep of concrete
    • D. creep of steel
    • E. all the above.
    • Discuss
    • 8. If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and ?c are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

    • Options
    • A. ?cAc + m ?cAsc
    • B. ?c(A - Asc) + m ?cAsc
    • C. ?c[A + (m - 1)ASC]
    • D. all the above.
    • Discuss
    • 9. For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

    • Options
    • A. 0.6
    • B. 0.7
    • C. 0.8
    • D. 0.9
    • Discuss
    • 10. The ratio of the breadth to effective depth of a beam is kept

    • Options
    • A. 0.25
    • B. 0.50
    • C. 0.70
    • D. 0.75
    • E. none of these.
    • Discuss


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