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Home Civil Engineering Steel Structure Design Comments

  • Question
  • The ratio of shearing stress to shearing strain within elastic limit, is known as


  • Options
  • A. modulus of elasticity
  • B. shear modulus of elasticity
  • C. bulk modulus of elasticity
  • D. tangent modulus of elasticity
  • E. all the above.

  • Correct Answer
  • shear modulus of elasticity 


  • Steel Structure Design problems


    Search Results


    • 1. Pick up the correct statement from the following:

    • Options
    • A. Dead load includes self-weight of the structure and super-imposed loads permanently attached to the structure
    • B. Dead loads change their positions and vary in magnitude
    • C. Dead loads are known in the beginning of the design
    • D. None of these.
    • Discuss
    • 2. The average shear stress for rolled steel beam section, is

    • Options
    • A. 845 kg/cm2
    • B. 945 kg/cm2
    • C. 1025 kg/cm2
    • D. 1500 kg/cm2
    • E. 1875 kg/cm2
    • Discuss
    • 3. Pick up the incorrect statement from the following:

    • Options
    • A. The nominal diameter of a rivet is its diameter before driving
    • B. The gross diameter of a rivet is the diameter of rivet hole
    • C. The gross area of a rivet is the cross-sectional area of the rivet hole
    • D. The diameter of a rivet hole is equal to the nominal diameter of the rivet plus 1.5 mm
    • E. None of these.
    • Discuss
    • 4. The permissible stress in bending for rolled steel I-beams and channels, is

    • Options
    • A. 1500 kg/cm2
    • B. 1575 kg/cm2
    • C. 945 kg/cm2
    • D. 1650 kg/cm2
    • E. 1875 kg/cm2
    • Discuss
    • 5. The ratio of longitudinal stress to strain within eiastic limit, is known as

    • Options
    • A. modulus of elasticity
    • B. shear modulus of elasticity
    • C. bulk modulus of elasticity
    • D. tangent modulus of elasticity
    • E. all the above.
    • Discuss
    • 6. Net sectional area of a tension member, is equal to its gross section area

    • Options
    • A. plus the area of the rivet holes
    • B. divided by the area of rivet holes
    • C. multiplied by the area of the rivet holes
    • D. minus the area of the rivet holes
    • E. none of these.
    • Discuss
    • 7. If the unsupported length of a stanchion is 4 metres and least radius of gyration of its cross-section is 5, the slenderness ratio of the stanchion, is

    • Options
    • A. 60
    • B. 70
    • C. 80
    • D. 90
    • E. 100
    • Discuss
    • 8. A beam is defined as a structural member subjected to

    • Options
    • A. axial loading
    • B. transverse loading
    • C. axial and transverse loading
    • D. none of these.
    • Discuss
    • 9. For a column of height L fixed in position and direction both at its top and bottom, its effective length, is

    • Options
    • A. L
    • B. L
    • C. (1/2)*L
    • D. 2L
    • Discuss
    • 10. The effective length of a compression member of length L held in position and restrained in direction at one end and effectively restrained in direction but not held in position at the other end, is

    • Options
    • A. L
    • B. 0.67 L
    • C. 0.85 L
    • D. 1.5 L
    • E. 2 L
    • Discuss


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