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  • Question
  • Rivets subjected to shear and an externally applied tensile force, should be so proportioned that


  • Options
  • A. Rivets subjected to shear and an externally applied tensile force, should be so proportioned that
  • B. Rivets subjected to shear and an externally applied tensile force, should be so proportioned that
  • C. Rivets subjected to shear and an externally applied tensile force, should be so proportioned that
  • D. Rivets subjected to shear and an externally applied tensile force, should be so proportioned that

  • Correct Answer
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  • Steel Structure Design problems


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    • 1. If P is the allowable bending stress in a slab, whose greater and lesser projections from the column faces, are A and B, the thickness (t) of the slab base, is (where w is the intensity of earth pressure.)

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 2. Pick up the correct statement from the following:

    • Options
    • A. The slenderness ratio of lacing bars for compression members should not exceed 145
    • B. The minimum width of lacing bar connected with rivets of nominal diameter 16 mm, is kept 50 mm
    • C. The minimum thickness of a flat lacing bar is kept equal to one-fortieth of its length between inner end rivets
    • D. The angle of inclination of lacing bars and the axis of the members should be between 40° and 70°
    • E. All the above.
    • Discuss
    • 3. If N is the number of rivets in the joint, the strength of a riveted joint against shearing of rivets, is given by

    • Options
    • A. Ps = N x (?/4) d2 x Ps
    • B. Ps = N x (d x t x ps)
    • C. Ps = N x (p - d) x t x Ps
    • D. Ps = N x (P + d) x t x ps.
    • E. none of these.
    • Discuss
    • 4. For a cantilever beam of length L continuous at the support and unrestrained against torsion at the support and free at the end, the effective length l is equal to

    • Options
    • A. l = L
    • B. l = 2L
    • C. l = 0.5L
    • D. l = 3L
    • E. l = 3.5L
    • Discuss
    • 5. Long column is one

    • Options
    • A. which is more than 3 m long
    • B. whose lateral dimension is less than 25 cm
    • C. which is free at its top
    • D. which has a ratio of effective length and least lateral dimension more than 15.
    • Discuss
    • 6. The net area of round bars to resist the tension, is the area of cross section at

    • Options
    • A. mid-section
    • B. root of the thread
    • C. difference of (a) and (b)
    • D. none of these.
    • Discuss
    • 7. A beam may be designed as a cased beam if

    • Options
    • A. section is of double open channel form with the webs not less than 40 mm apart
    • B. overall depth and width of the steel section do not exceed 750 and 450 mm respectively.
    • C. beam is solidly encased in concrete with 10 mm aggregate having 28 days strength 160 kg/cm2
    • D. width of the solid casing is kept at least 100 mm more than the width of the steel flange and having a concrete cover of 50 mm
    • E. all the above.
    • Discuss
    • 8. Design of a riveted joint is based on the assumption:

    • Options
    • A. Bending stress in rivets is accounted for
    • B. Riveted hole is assumed to be completely filled by the rivet
    • C. Stress in the plate in not uniform
    • D. Friction between plates is taken into account
    • E. None of these.
    • Discuss
    • 9. In factory buildings, the horizontal beams spanning between the wall columns supporting a wall covering, are called

    • Options
    • A. stringers
    • B. trimmers
    • C. girts
    • D. lintels.
    • Discuss
    • 10. For the administration of road transport, a Motor Vehicle Act was enacted in

    • Options
    • A. 1927
    • B. 1934
    • C. 1939
    • D. 1947
    • E. 1950
    • Discuss


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