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Steel Structure Design problems


  • 1. 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
  • 2. 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
  • 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. 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
  • 5. 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
  • 6. 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
  • Discuss
  • 7. 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
  • 8. 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
  • 9. 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
  • 10. 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

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