logo

CuriousTab

CuriousTab

Discussion


Home Civil Engineering Structural Design Specifications Comments

  • Question
  • The maximum pitch of rivets for compression and tension members should not exceed


  • Options
  • A. 32 t
  • B. 200 mm
  • C. 40 t
  • D. 300 mm
  • E. both (a) and (d)

  • Correct Answer
  • both (a) and (d) 


  • Structural Design Specifications problems


    Search Results


    • 1. The pitch of transverse reinforcement of a column is taken as

    • Options
    • A. least lateral diamension of the compression member
    • B. sixteen times the smallest diameter of the longitudinal reinforcement of the column
    • C. forty eight times the diameter of the transverse reinforcement
    • D. least value of the above.
    • Discuss
    • 2. The ratio of the effective lengths of two columns, one effectively held in position at one end and partially restrained at the other end, and the other effectively held in position at one end and free at the other end, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 3. For design purpose, the moment at the support where two unequal spans or spans not equally loaded meet, is

    • Options
    • A. lesser value
    • B. greater value
    • C. average of two values
    • D. none of these.
    • Discuss
    • 4. Creep of concrete is assumed proportional to the stress if the stress does not exceed .......of the characteristic compressive strength

    • Options
    • A. 15%
    • B. 20%
    • C. 25%
    • D. 33%
    • E. 50%
    • Discuss
    • 5. The characteristic strength of concrete is the strength of material if its test result is not less than

    • Options
    • A. 2%
    • B. 3%
    • C. 4%
    • D. 5%
    • E. 10%
    • Discuss
    • 6. As per IS : 1982, the permissible axial tension in rolled I-beams and channels, is

    • Options
    • A. 1500 kg/cm2
    • B. 1800 kg/cm2
    • C. 1400 kg/cm2
    • D. 1420 kg/cm2
    • Discuss
    • 7. Minimum diameter of the lateral ties should not be less than

    • Options
    • A. 4 mm
    • B. 5 mm
    • C. 6 mm
    • D. 10 mm
    • Discuss
    • 8. The tolerances for the form work of columns and beams range from

    • Options
    • A. - 3 mm to + 6 mm
    • B. - 4 mm to + 8 mm
    • C. - 6 mm to + 12 mm
    • D. - 8 mm to + 12 mm
    • Discuss
    • 9. The maximum spacing of shear reinforcement should not exceed 0.75 d subject to a minimum of

    • Options
    • A. 300 mm
    • B. 350 mm
    • C. 400 mm
    • D. 450 mm
    • E. 500 mm
    • Discuss
    • 10. Pick up the correct statement applicable to cased columns.

    • Options
    • A. Single I-beam or channels back with or without flange plates may be used
    • B. The overall dimensions of the steel section do not exceed 750 x 450 mm over plate if used
    • C. The column is unpainted and is solidly encased in ordinary dense concrete with 10 mm aggregates having a minimum of cube strength 160 kg/cm2 at 28 days
    • D. The surface and edges of the steel column should be provided a concrete cover not less than 50 mm
    • E. All the above.
    • Discuss


    Comments

    There are no comments.

Enter a new Comment