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Steel Structure Design problems


  • 1. On steel structures the dead load is the weight of

  • Options
  • A. steel work
  • B. material fastened to steel work
  • C. material supported permanently
  • D. all the above.
  • Discuss
  • 2. According to IS: 800-1962, the coefficient of expansion of steel per degree centigrade per unit length, is taken as

  • Options
  • A. 0.000008
  • B. 0.000010
  • C. 0.000012
  • D. 0.000014
  • E. 0.000016
  • Discuss
  • 3. The minimum width B of a solid casing for a cased beam, is equal to

  • Options
  • A. B = b + 25 mm
  • B. B = b + 50 mm
  • C. B = b + 75 mm
  • D. B = b + 100 mm
  • E. B = b + 125 mm
  • Discuss
  • 4. Modified moment of inertia of sections with a single web, is equal to moment of inertia of the section about Y-Y axis at the point of maximum bending moment and is multiplied by the ratio of

  • Options
  • A. area of compression flange at the minimum bending moment to the corresponding area at the point of maximum bending moment
  • B. area of tension flange at the minimum bending moment of the corresponding area at the point of maximum bending moment
  • C. total area of flanges at the maximum bending moment to the corresponding area at the point of maximum bending moment
  • D. none of these.
  • Discuss
  • 5. Rolled steel beams are :

  • Options
  • A. mainly used to resist bending stress
  • B. used as independent sections to resist compressive stress
  • C. used as independent sections to resist tensile stress
  • D. All the above.
  • Discuss
  • 6. The effective length of a compression member of length L held in position at both ends but not restrained in direction, is

  • Options
  • A. L
  • B. 0.67 L
  • C. 0.85 L
  • D. 1.5 L
  • E. 2 L
  • Discuss
  • 7. When the ratio of the moment M to axial load P is greater thanCivil Engineering Steel Structure Design: When the ratio of the moment M to axial load P is greater than, the resultant of the compressive bearing pressure which acts at a distance Y from one side, is given by

  • Options
  • A.
  • B.
  • C.
  • D.
  • E.
  • Discuss
  • 8. Compression members composed of two channels back-to-back and separated by a small distance are connected together by riveting so that the minimum slenderness ratio of each member between the connections, does not exceed

  • Options
  • A. 40
  • B. 50
  • C. 60
  • D. 70
  • Discuss
  • 9. A web plate is called unstiffened if the ratio of clear depth to thickness is less than

  • Options
  • A. 35
  • B. 50
  • C. 60
  • D. 85
  • E. 90
  • Discuss
  • 10. If the thickness of a structural member is small as compared to its length and width, it is classified as

  • Options
  • A. one dimensional
  • B. two dimensional
  • C. three dimensional
  • D. none of these.
  • Discuss

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