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  • Question
  • Strengths of a rivet in single shearing, in bearing and in tearing are 3425 kg, 4575 kg and 5025 kg respectively. If the load in the member is 35 tonnes, the number of rivets required, is


  • Options
  • A. 10
  • B. 11
  • C. 12
  • D. 13
  • E. 15

  • Correct Answer
  • 13 

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    Steel Structure Design problems


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    • 1. The effective length of a weld, is taken as the actual length

    • Options
    • A. minus the size of weld
    • B. minus twice the size of weld
    • C. plus the size of weld
    • D. plus twice the size of weld
    • E. none of these.
    • Discuss
    • 2. Rolled steel beams are designated by Indian Standard series and its

    • Options
    • A. weight per metre and depth of its section
    • B. depth of section and weight per metre
    • C. width of flange and weight per metre
    • D. weight per metre and flange width.
    • Discuss
    • 3. Pick up the correct statement from the following:

    • Options
    • A. The minimum pitch should not be less than 2.5 times the gross diameter of the river
    • B. The minimum pitch should not be less than 12 times the gross diameter of the rivet
    • C. The maximum pitch should not exceed 10 times the thickness or 150 mm whichever is less in compression
    • D. All the above.
    • Discuss
    • 4. The effective length L of a simply supported beam with ends restrained against torsion, and also the ends of compression flange partially restrained against lateral bending, is given by

    • Options
    • A. L = span
    • B. L = 0.85 span
    • C. L = 0.75 span
    • D. L = 0.7 span
    • E. L = 1.25 span
    • Discuss
    • 5. In case of cantilever fillers, the ratio of the span L to depth d, should not exceed

    • Options
    • A. 4
    • B. 8
    • C. 12
    • D. 16
    • E. 20
    • Discuss
    • 6. If P is the load applied to a bracket with an eccentricity e, the resisting moment F exerted by a rivet at a distance rn from the centre of gravity, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 7. Spans of continuous fillers are considered approximately equal if the longest span does not exceed the shortest span by more than

    • Options
    • A. 5%
    • B. 10%
    • C. 15%
    • D. 20%
    • E. 25%
    • Discuss
    • 8. According to IS : 800-1962 the permissible bending stress in steel slab plates, is

    • Options
    • A. 1500 kg/cm2
    • B. 1420 kg/cm2
    • C. 2125 kg/cm2
    • D. 1890 kg/cm2
    • Discuss
    • 9. When a large value of radius of gyration is not required

    • Options
    • A. channels are placed back to back
    • B. channel flanges are kept inward
    • C. channel flanges are kept outward
    • D. none of these.
    • Discuss
    • 10. A 20 mm dia steel bar which is subjected to an axial tension of 2300 kg/cm2 produces a strain of 0.004 cm. If Young's modulus of steel is 2.1 x 106 kg/cm2, the bar is

    • Options
    • A. in the elastic range
    • B. in the plastic range
    • C. at yield point
    • D. none of these.
    • Discuss


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