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Home ‣ Civil Engineering ‣ Steel Structure Design Comments
  • Question

  • 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

  • Correct Answer
  • 0.000012 

    • Steel Structure Design problems

    Search Results

    • 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. Pick up the correct statement from the following:

    • Options
    • A. The ends of a strut, are connected together with two rivets
    • B. The members of strut will have at least two connections spaced equidistant in their length
    • C. The members when separated back-to-back, the connecting rivets should pass through solid washer or packing
    • D. All the above.
      • Discuss
    • 3. If d is the diameter of column, D is the side of square base, W is total axial load and p is the allowable bending stress, the thickness (t) of the base plate, is

    • Options
    • A.
    • B.
    • C.
    • D.
      • Discuss
    • 4. In a grillage footing, the maximum shear force occurs at the

    • Options
    • A. edge of grillage beam
    • B. edge of base plate
    • C. centre of grillage beam
    • D. centre of base plate.
      • Discuss
    • 5. The least permissible clear dimension of the web of thickness t in the panel of a plate girder, is restricted to

    • Options
    • A. 150 t
    • B. 160 t
    • C. 170 t
    • D. 180 t
    • E. 200 t
      • Discuss
    • 6. 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
    • 7. 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
    • 8. 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
    • 9. 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
    • 10. 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

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