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Steel Structure Design problems


  • 1. If L is the overall length of a combined footing having A as its area, d being the distance between the centre of gravity of the base and centre of the base, the larger width b is

  • Options
  • A.
  • B.
  • C.
  • D.
  • Discuss
  • 2. If W and L are the total superimposed load and the span of a plate girder in metres, the approximate self weight (W) of the girder, is taken as

  • Options
  • A.
  • B.
  • C.
  • D.
  • E.
  • Discuss
  • 3. In case horizontal stiffeners are not used, the distance between vertical legs of flange angles at the top and bottom of a plate girder, is known as

  • Options
  • A. overall depth
  • B. clear depth
  • C. effective depth
  • D. none of these.
  • Discuss
  • 4. A fillet weld whose axis is parallel to the direction of the applied load, is known as

  • Options
  • A. diagonal filler weld
  • B. end fillet weld
  • C. side fillet weld
  • D. all the above.
  • Discuss
  • 5. Effective length of a column effectively held in position and restrained in direction at both ends, is

  • Options
  • A. L
  • B. 0.67 L
  • C. 0.85 L
  • D. 1.5 L
  • E. 2 L
  • Discuss
  • 6. A riveted joint may experience

  • Options
  • A. shear failure
  • B. shear failure of plates
  • C. bearing failure
  • D. bearing failure of rivets
  • E. all the above.
  • Discuss
  • 7. Perforated cover plates are particularly suitable for built up sections consisting of

  • Options
  • A. channels placed back to back
  • B. channels placed toe to toe
  • C. four angle box section
  • D. all the above.
  • Discuss
  • 8. The allowable stress in axial tension is generally kept less if thickness of the member is more than

  • Options
  • A. 10 mm
  • B. 12 mm
  • C. 15 mm
  • D. 20 mm
  • E. 22 mm
  • Discuss
  • 9. Effective length of a column effectively held in position and restrained in direction at one end but neither held in position nor restrained in direction at the other end, is

  • Options
  • A. L
  • B. 0.67 L
  • C. 0.85 L
  • D. 1.5 L
  • E. 2 L
  • Discuss
  • 10. The ratio of the span L of the filler joists to the depth d from the under side of the joist to the top of the structural concrete, should not exceed

  • Options
  • A. 60
  • B. 45
  • C. 35
  • D. 25
  • E. 20
  • Discuss

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