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Home Civil Engineering Steel Structure Design Comments

  • Question
  • 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

  • Correct Answer
  • 1.5 


  • Steel Structure Design problems


    Search Results


    • 1. 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
    • 2. 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
    • 3. 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
    • 4. For determination of allowable stress in axial compression, Indian Standard Institution has adopted

    • Options
    • A. Euler's formula
    • B. Rankine formula
    • C. Engesser formula
    • D. Secant formula
    • E. Perry Robertson formula.
    • Discuss
    • 5. The rolled steel I-sections are most commonly used as beams because these provide

    • Options
    • A. large moment of inertia with less cross-sectional area
    • B. large moment of resistance as compared to other section
    • C. greater lateral stability
    • D. all the above.
    • Discuss
    • 6. 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
    • 7. Slenderness ratio of a compression member is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 8. 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
    • 9. 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
    • 10. 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


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