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Home Civil Engineering Steel Structure Design Comments

  • Question
  • The maximum permissible slenderness ratio of compression member carrying dead and superimposed load, is


  • Options
  • A. 180
  • B. 200
  • C. 250
  • D. 300
  • E. 350

  • Correct Answer
  • 180 


  • Steel Structure Design problems


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    • 1. To the calculated area of cover plates of a built-up beam, an allowance for rivet holes to be added, is

    • Options
    • A. 10%
    • B. 13%
    • C. 15%
    • D. 18%
    • E. 20%.
    • Discuss
    • 2. In double lacing, the thickness t of flat lacing is

    • Options
    • A. t < 1/40 th length between inner end rivets
    • B. t < 1/50 th length between inner end rivets
    • C. t < 1/60 th length between inner end rivets
    • D. t < 1/70 th length between inner end rivets
    • E. none of these.
    • Discuss
    • 3. If d is the clear depth of a plate girder, t is the minimum required thickness of the web, C is the maximum clear distance between vertical stiffeners, the moment of inertia of a pair of stiffeners about the centre line of the web, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 4. A column splice is used to increase

    • Options
    • A. length of the column
    • B. strength of the column
    • C. cross-sectional area of the column
    • D. none of these.
    • Discuss
    • 5. When the upper column does not provide full bearing area over lower column, the column splice is provided with the following assumption

    • Options
    • A. bearing plate is assumed as a short beam to transmit the axial load to the lower column section
    • B. axial load is assumed to be taken by flanges
    • C. load transmitted from the flanges of upper column and reactions from the flanges of lower columns are equal and form a couple
    • D. all the above.
    • Discuss
    • 6. For a steel member of slenderness ratio 350, the allowable stress is 76 kg/cm2 if it is

    • Options
    • A. HTW grade of thickness exceeding 32 mm
    • B. HT grade of thickness exceeding 45 mm
    • C. HT grade of thickness not exceeding 45 mm
    • D. All the above.
    • Discuss
    • 7. To keep the intensity of bearing pressure between the column base and concrete, compressive throughout the length of the column base, the ratio of the moment M to axial load P should be

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 8. The permissible stress to which a structural member can be subjected to, is known as

    • Options
    • A. bearing stress
    • B. working stress
    • C. tensile stress
    • D. compressive stress
    • E. all the above.
    • Discuss
    • 9. Diameter of a rivet hole is made larger than the diameter of the rivet by

    • Options
    • A. 1.0 mm for rivet diameter upto 12 mm
    • B. 1.5 mm for rivet diameter exceeding 25 mm
    • C. 2.0 mm for rivet diameter over 25 mm
    • D. none of these.
    • Discuss
    • 10. Factor of safety is the ratio of

    • Options
    • A. yield stress to working stress
    • B. tensile stress to working stress
    • C. compressive stress to working stress
    • D. bearing stress to working stress
    • E. bearing stress to yield stress.
    • Discuss


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