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RCC Structures Design problems


  • 1. 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.
  • Discuss
  • 2. 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
  • 3. 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
  • 4. 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
  • 5. 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
  • 6. 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
  • 7. If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

  • Options
  • A. square
  • B. rectangular
  • C. trapezoidal
  • D. triangular.
  • Discuss
  • 8. If p1 and P2 are effective lateral loadings at the bottom and top exerted by a level earth subjected to a superload on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

  • Options
  • A.
  • B.
  • C.
  • D.
  • Discuss
  • 9. The self-weight of the footing, is

  • Options
  • A. not considered for calculating the upward pressure on footing
  • B. also considered for calculating the upward pressure on footihg
  • C. not considered for calculating the area of the footing
  • D. both (b) and (c)
  • Discuss
  • 10. By over-reinforcing a beam, the moment of resistance can be increased not more than

  • Options
  • A. 10%
  • B. 15%
  • C. 20%
  • D. 25%
  • Discuss

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