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Steel Structure Design problems


  • 1. The ratio of hydrostatic stress to the volumetric strain within the elastic range, is called

  • Options
  • A. modulus of elasticity
  • B. shear modulus of elasticity
  • C. bulk modulus of elasticity
  • D. tangent modulus of elasticity
  • E. all the above.
  • Discuss
  • 2. In a built up section carrying a tensile force, the flanges of two channels are turned outward

  • Options
  • A. to simplify the transverse connections
  • B. to minimise lacing
  • C. to have greater lateral rigidity
  • D. all the above
  • E. none of the above.
  • Discuss
  • 3. Effective length of a column effectively held in position at both ends and restrained in direction at one end, is

  • Options
  • A. L
  • B. 0.67 L
  • C. 0.85 L
  • D. 1.5 L
  • E. 2 L
  • Discuss
  • 4. Cold driven rivets range from

  • Options
  • A. 6 to 10 mm in diameter
  • B. 10 to 16 mm in diameter
  • C. 12 to 22 mm in diameter
  • D. 22 to 32 mm in diameter
  • E. none of these.
  • Discuss
  • 5. The greatest gauge of long rivets should not exceed (where d is the diameter of the holes).

  • Options
  • A. 2 d
  • B. 4 d
  • C. 6 d
  • D. 8 d
  • E. 10 d
  • Discuss
  • 6. Design of a riveted joint, is based on the assumption:

  • Options
  • A. Load is uniformly distributed among all the rivets
  • B. Shear stress on a rivet is uniformly distributed over its gross area
  • C. Bearing stress is uniform between the contact surfaces of the plate and the rivet
  • D. Bearing stress in the rivet is neglected
  • E. All the above.
  • Discuss
  • 7. When the depth of a plate girder is at least n times the depth of vertical leg of the flange angles, the girder is known as deep plate girder, if n is

  • Options
  • A. 2
  • B. 4
  • C. 6
  • D. 8
  • E. 10
  • Discuss
  • 8. Pick up the correct statement from the following:

  • Options
  • A. Tacking rivets are used if the minimum distance between centres of two adjacent rivets exceeds 12 t or 200 mm, whichever is less
  • B. Tacking rivets are not considered to calculate stress
  • C. Tacking rivets are provided throughout the length of a compression member composed of two components back to back
  • D. All the above.
  • Discuss
  • 9. If the area of cross-section of a single angle discontinuous strut is 30 cm2 and allowable working stress corresponding to its slenderness ratio is 625 kg/cm2, the safe load carrying capacity of the member, is

  • Options
  • A. 10 tonnes
  • B. 12 tonnes
  • C. 15 tonnes
  • D. 18 tonnes
  • E. 20 tonnes
  • Discuss
  • 10. The economical depth d of a web plate in which allowable bearing stress is fb, and the maximum bending moment is M, as suggested by Rawater and Clark, is

  • Options
  • A.
  • B.
  • C.
  • D.
  • E.
  • Discuss

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