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  • Question

  • Slenderness ratio of a compression member is


  • Options
  • A. Slenderness ratio of a compression member is
  • B. Slenderness ratio of a compression member is
  • C. Slenderness ratio of a compression member is
  • D. Slenderness ratio of a compression member is
  • E.

  • Correct Answer
  •  

    • Steel Structure Design problems

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    • 1. Web crippling generally occurs at the point where

    • Options
    • A. bending moment is maximum
    • B. shearing force is minimum
    • C. concentrated loads act
    • D. deflection is maximum
    • E. all the above.
      • Discuss
    • 2. For a rectangular section, the ratio of the maximum and average shear stresses, is

    • Options
    • A. 1.5
    • B. 2.0
    • C. 2.5
    • D. 3.0
    • E. 4.0
      • Discuss
    • 3. The failure of a web plate takes place by yielding if the ratio of the clear depth to thickness of the web, is less than

    • Options
    • A. 45
    • B. 55
    • C. 60
    • D. 75
    • E. 82
      • Discuss
    • 4. The distance measured along one rivet line from the centre of a rivet to the centre of adjoining rivet on an adjacent parallel rivet line, is called

    • Options
    • A. pitch of rivet
    • B. gauge distance of rivet
    • C. staggered pitch
    • D. all the above
    • E. none of these.
      • Discuss
    • 5. Tongue plates are provided in a steel girder at

    • Options
    • A. the upper flange
    • B. the lower flange
    • C. the upper end of the web
    • D. the lower end of the web
    • E. the upper and lower ends of the web.
      • Discuss
    • 6. According to IS : 800 - 71, the minimum thickness of a vertically stiffened web plate, shall not be less than

    • Options
    • A.
    • B.
    • C.
    • D.
    • E. none of these.
      • Discuss
    • 7. If flexural rigidity of a column whose length is L and the loaded end is free, is El, the critical load will be

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
      • Discuss
    • 8. In plastic analysis, the shape factor for circular sections, is

    • Options
    • A. 1.5
    • B. 1.6
    • C. 1.697
    • D. none of these.
      • Discuss
    • 9. The allowable stress in axial tension for rolled I-sections and channels, is taken as

    • Options
    • A. 1420 kg/cm2
    • B. 1500 kg/cm2
    • C. 2125 kg/cm2
    • D. 1810 kg/cm2
      • Discuss
    • 10. If the moment of inertia of a section about its axis is I and its effective sectional area is A, its radius of gyration r about the axis, is

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

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