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  • Question
  • Pick up the correct statement applicable to cased columns.


  • Options
  • A. Single I-beam or channels back with or without flange plates may be used
  • B. The overall dimensions of the steel section do not exceed 750 x 450 mm over plate if used
  • C. The column is unpainted and is solidly encased in ordinary dense concrete with 10 mm aggregates having a minimum of cube strength 160 kg/cm2 at 28 days
  • D. The surface and edges of the steel column should be provided a concrete cover not less than 50 mm
  • E. All the above.

  • Correct Answer
  • All the above. 


  • Structural Design Specifications problems


    Search Results


    • 1. The maximum spacing of shear reinforcement should not exceed 0.75 d subject to a minimum of

    • Options
    • A. 300 mm
    • B. 350 mm
    • C. 400 mm
    • D. 450 mm
    • E. 500 mm
    • Discuss
    • 2. The tolerances for the form work of columns and beams range from

    • Options
    • A. - 3 mm to + 6 mm
    • B. - 4 mm to + 8 mm
    • C. - 6 mm to + 12 mm
    • D. - 8 mm to + 12 mm
    • Discuss
    • 3. Minimum diameter of the lateral ties should not be less than

    • Options
    • A. 4 mm
    • B. 5 mm
    • C. 6 mm
    • D. 10 mm
    • Discuss
    • 4. As per IS : 1982, the permissible axial tension in rolled I-beams and channels, is

    • Options
    • A. 1500 kg/cm2
    • B. 1800 kg/cm2
    • C. 1400 kg/cm2
    • D. 1420 kg/cm2
    • Discuss
    • 5. The maximum pitch of rivets for compression and tension members should not exceed

    • Options
    • A. 32 t
    • B. 200 mm
    • C. 40 t
    • D. 300 mm
    • E. both (a) and (d)
    • Discuss
    • 6. The ratio of the effective length to the least radius of gyration of a tie member of a roof truss, which gets subjected to reversal of stress shall not exceed

    • Options
    • A. 180
    • B. 200
    • C. 240
    • D. 350
    • Discuss
    • 7. The individual part of the structures is subjected to a load test for 24 hours by applying a load equal to full dead load of the structure plus

    • Options
    • A. imposed load
    • B. 1.15 times imposed load
    • C. 1.25 times imposed load
    • D. 1.3 times imposed load.
    • Discuss
    • 8. If the ratio of effective span to overall depth of a simply supported beam is less than 1, the lever arm is

    • Options
    • A. 0.3l
    • B. 0.4l
    • C. 0.5l
    • D. 0.6l
    • Discuss
    • 9. The maximum bending moment in a purlin of length L when subjected to a distributed load ?, is assumed

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 10. The average 28 days compressive strength of at least three 15 cm concrete cubes prepared with available water as compared to the average strength of three similer concrete cubes prepared with distilled water, should be at least

    • Options
    • A. 70%
    • B. 80%
    • C. 90%
    • D. 95%
    • Discuss


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