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RCC Structures Design problems


  • 1. The transverse reinforcements provided at right angles to the main reinforcement

  • Options
  • A. distribute the load
  • B. resist the temperature stresses
  • C. resist the shrinkage stress
  • D. all the above.
  • Discuss
  • 2. Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

  • Options
  • A. supports
  • B. mid span
  • C. every section
  • D. quarter span.
  • Discuss
  • 3. The number of treads in a flight is equal to

  • Options
  • A. risers in the flight
  • B. risers plus one
  • C. risers minus one
  • D. none of these.
  • Discuss
  • 4. Post tensioning system

  • Options
  • A. was widely used in earlier days
  • B. is not economical and hence not generally used
  • C. is economical for large spans and is adopted now a days
  • D. none of these.
  • Discuss
  • 5. The amount of reinformcement for main bars in a slab, is based upon

  • Options
  • A. minimum bending moment
  • B. maximum bending moment
  • C. maximum shear force
  • D. minimum shear force.
  • Discuss
  • 6. The advantage of a concrete pile over a timber pile, is

  • Options
  • A. no decay due to termites
  • B. no restriction on length
  • C. higher bearing capacity
  • D. not necessary to cut below the water mark
  • E. all the above.
  • Discuss
  • 7. The width of the flange of a T-beam should be less than

  • Options
  • A. one-third of the effective span of the T-beam
  • B. distance between the centres of T-beam
  • C. breadth of the rib plus twelve times the thickness of the slab
  • D. least of the above.
  • Discuss
  • 8. High strength concrete is used in prestressed member

  • Options
  • A. to overcome high bearing stresses developed at the ends
  • B. to ovecome bursting stresses at the ends
  • C. to provide high bond stresses
  • D. to overcome cracks due to shrinkage
  • E. all the above.
  • Discuss
  • 9. In a beam the local bond stress Sb, is equal to

  • Options
  • A.
  • B.
  • C.
  • D.
  • E. None of these.
  • Discuss
  • 10. In a combined footing if shear stress exceeds 5 kg/cm2, the nominal stirrups provided are:

  • Options
  • A. 6 legged
  • B. 8 legged
  • C. 10 legged
  • D. 12 legged
  • E. none of these.
  • Discuss

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