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  • Question
  • Pick up the correct precaution while spilicing the reinforcing bars


  • Options
  • A. These are provided away from the sections of maximum stress
  • B. These are staggered
  • C. These are provided if the B.M. is more than 50% of M.R.
  • D. Not more than half the bars are spliced at a section
  • E. All the above.

  • Correct Answer
  • All the above. 


  • Structural Design Specifications problems


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    • 1. A continuous beam shall be deemed to be a deep beam if the ratio of its effective span to overall depth, is

    • Options
    • A. 2.0
    • B. 2.5
    • C. less than 2
    • D. less than 2.5
    • Discuss
    • 2. The approximate value of torsion constant k for a box of depth d, width b, and having uniform thickness t, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 3. The designed transverse shear in lacing is assumed as

    • Options
    • A. 2.5% of axial load
    • B. 3% of axial load
    • C. 3.5% of axial load
    • D. 4% of axial load.
    • Discuss
    • 4. The maximum compressive strength on 15 cm cubes of M 20 grade concrete at 7 days, should be a minimum of

    • Options
    • A. 7 N/mm2
    • B. 10 N/mm2
    • C. 15 N/mm2
    • D. 20 N/mm2
    • Discuss
    • 5. The area of the concrete in compression plus the area of reinforcement transferred on the basis of modular ratio, is called

    • Options
    • A. transferred section
    • B. equivalent section
    • C. cracked section
    • D. none of these.
    • Discuss
    • 6. For the plain reinforcing bars in compression, the permissible design bond stress in tension, is increased by

    • Options
    • A. 10%
    • B. 15%
    • C. 20%
    • D. 25%
    • E. 30%
    • Discuss
    • 7. If the dimensions of a rectangular section of a short column are 15 cm x 20 cm, its unsupported length should be restricted to

    • Options
    • A. 9.0 m
    • B. 10.0 m
    • C. 11.0 m
    • D. 12.0 m
    • Discuss
    • 8. For rolled I-beams and channels, permissible tensile and compressive stresses does not exceed

    • Options
    • A. 1400 kg/cm2
    • B. 1500 kg/cm2
    • C. 1650 kg/cm2
    • D. 1800 kg/cm2
    • Discuss
    • 9. For the reinforced concrete member totally immersed in sea water, the normal cover provided for the reinforcing bars is further increased by

    • Options
    • A. 10 mm
    • B. 20 mm
    • C. 30 mm
    • D. 40 mm
    • E. 50 mm
    • Discuss
    • 10. The test strength of the sample is taken as the average of the strength of

    • Options
    • A. 2 specimens
    • B. 3 specimens
    • C. 4 specimens
    • D. 5 specimens
    • Discuss


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