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RCC Structures Design problems


  • 1. 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

  • Options
  • A. 0.107 L
  • B. 0.207 L
  • C. 0.307 L
  • D. 0.407 L
  • Discuss
  • 2. The depth of the centre of gravity (y) of the resultant compressive stress from the compression edge of the T-beam specified in Q. 13.52 is given by

  • Options
  • A.
  • B.
  • C.
  • D.
  • Discuss
  • 3. If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

  • Options
  • A. 4 mm
  • B. 5 mm
  • C. 6 mm
  • D. 8 mm
  • E. 10 mm
  • Discuss
  • 4. Distribution of shear intensity over a rectangular section of a beam, follows :

  • Options
  • A. a circular curve
  • B. a straight line
  • C. a parabolic curve
  • D. an elliptical curve
  • E. none of these.
  • Discuss
  • 5. An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 metres and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

  • Options
  • A. 8.3 kg/cm2
  • B. 7.6 kg/cm2
  • C. 21.5 kg/cm2
  • D. 11.4 kg/cm2
  • Discuss
  • 6. If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm2, the share stirrups are provided for a distance x from either end where x is

  • Options
  • A. 50 cm
  • B. 100 cm
  • C. 150 cm
  • D. 200 cm
  • Discuss
  • 7. The maximum ratio of span to depth of a cantilever slab, is

  • Options
  • A. 8
  • B. 10
  • C. 12
  • D. 14
  • E. 16
  • Discuss
  • 8. The width of the rib of a T-beam, is generally kept between

  • Options
  • A.
  • B.
  • C.
  • D.
  • Discuss
  • 9. The advantage of reinforced concrete, is due to

  • Options
  • A. monolithic character
  • B. fire-resisting and durability
  • C. economy because of less maintenance cost
  • D. moulding in any desired shape
  • E. All the above.
  • Discuss
  • 10. In a simply supported slab the minimum spacing of distribution reinforcement, should be four times the effective thickness of the slab or

  • Options
  • A. 20 cm
  • B. 30 cm
  • C. 40 cm
  • D. 50 cm
  • E. 60 cm
  • Discuss

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