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  • Question
  • The thickness of flat double lacing, is taken (where l is the effective length of the bar).


  • Options
  • A. The thickness of flat double lacing, is taken (where l is the effective length of the bar).
  • B. The thickness of flat double lacing, is taken (where l is the effective length of the bar).
  • C. The thickness of flat double lacing, is taken (where l is the effective length of the bar).
  • D. The thickness of flat double lacing, is taken (where l is the effective length of the bar).
  • E.

  • Correct Answer
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  • Structural Design Specifications problems


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    • 1. If a and b are the sides of a square column and its base, the thickness of the base may be calculated from the formula

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 2. A column of rectangular section is considered short, if both the slenderness ratios are less than

    • Options
    • A. 8
    • B. 10
    • C. 12
    • D. 16
    • Discuss
    • 3. The staggered pitch is the distance between two consecutive rivets measured

    • Options
    • A. parallel to the direction of stress in the member
    • B. perpendicular to the direction of stress in the member
    • C. diagonally
    • D. none of these.
    • Discuss
    • 4. In the formula

    • Options
    • A. A and B are the dimensions of the column
    • B. A and B are the dimensions of the base plate
    • C. A is the greater projection of the plate beyond the column
    • D. B is the lesser projection of the plate beyond the column
    • E. Both (c) and (d) of above.
    • Discuss
    • 5. Four reinforcing bars of 30 mm diameter each, are bundled in contact. The lower two bars extend up to end supports. The distance between the points of termination of the upper bars, is kept

    • Options
    • A. zero
    • B. 1.2 m
    • C. 0.9 m
    • D. 0.75 m
    • Discuss
    • 6. The side face reinforcement is provided if the depth of the web of a beam exceeds

    • Options
    • A. 600 mm
    • B. 650 mm
    • C. 700 mm
    • D. 750 mm
    • E. 800 mm
    • Discuss
    • 7. The minimum thickness of the web plate for a crane gantry plate girder with a lifting load exceeding 15 tonnes, is

    • Options
    • A. 4 mm
    • B. 5 mm
    • C. 6 mm
    • D. 8 mm
    • Discuss
    • 8. The structure which is subjected to an imposed load after 72 hours for a period of 24 hours, is deemed to be unacceptable if it fails to recover the net deflection less than

    • Options
    • A. 90%
    • B. 85%
    • C. 80%
    • D. 75%
    • Discuss
    • 9. The effective length of lacing is the distance

    • Options
    • A. between the inner end rivets of the bar for single lacing
    • B. 0.7 of the distance between the inner end rivets of the bar for double lacing
    • C. between the inner ends of effective lengths of welds connecting the members
    • D. 0.7 of the distance stated in (c)
    • E. all the above.
    • Discuss
    • 10. The total area of side face reinforcement, in case of a deep beam should not be less than

    • Options
    • A. 0.1% of web area
    • B. 0.2% of web area
    • C. 0.3% of web area
    • D. 0.4% of web area.
    • Discuss


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