logo

CuriousTab

CuriousTab

Discussion

Home ‣ Civil Engineering ‣ Steel Structure Design Comments
  • Question

  • 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.

  • Correct Answer
  • all the above. 

    • Steel Structure Design problems

    Search Results

    • 1. 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
    • 2. 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
    • 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. 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
    • 5. 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
    • 6. 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
    • 7. 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
    • 8. 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
    • 9. 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
    • 10. If d is the distance between the flange angles, the vertical stiffeners in plate girders without horizontal stiffeners, are spaced at a distance not less than

    • Options
    • A. 0.15 d
    • B. 0.22 d
    • C. 0.33 d
    • D. 0.44 d
      • Discuss

    Comments

    There are no comments.
Enter a new Comment




Aptitude

Engineering

Programming

Reasoning

Links

Copyright ©CuriousTab. All rights reserved.