Design of Steel Structures MCQs with answers Page - 28

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Q. A beam is defined as a structural member subjected to

  • (A) axial loading
  • (B) transverse loading
  • (C) axial and transverse loading
  • (D) none of these

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Q. The allowable stress in axial tension for rolled I-sections and channels, is taken as

  • (A) 1420 kg/cm2
  • (B) 1500 kg/cm2
  • (C) 2125 kg/cm2
  • (D) 1810 kg/cm2

A

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Q. A compression member consisting of angle sections may be a

  • (A) continuous member
  • (B) discontinuous single angle strut
  • (C) discontinuous double angle strut
  • (D) all the above

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Q. The main advantage of a steel member, is:

  • (A) its high strength
  • (B) its gas and water tightness
  • (C) its long service life
  • (D) all the above

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Q. A riveted joint may experience

  • (A) shear failure
  • (B) shear failure of plates
  • (C) bearing failure
  • (D) all the above

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Q. IS : 800 - 1971 recommends that in a splice plate the number of rivets carrying calculated shear stress through a packing greater than 6 mm thick, is to be increased by 2.5% for every

  • (A) 1.00 mm thickness of packing
  • (B) 1.50 mm thickness of packing
  • (C) 2.0 mm thickness of packing
  • (D) 2.50 mm thickness of packing

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Q. To the calculated area of cover plates of a built-up beam, an allowance for rivet holes to be added, is

  • (A) 10 %
  • (B) 13 %
  • (C) 15 %
  • (D) 18 %

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Q. If L is the overall length of a combined footing having A as its area, d being the distance between the centre of gravity of the base and centre of the base, the larger width b is

  • (A) (a/l) + (3ad/l²)
  • (B) (a/l) + (6ad/l²)
  • (C) (a/l) - (6ad/l²)
  • (D) (a/l) - (3ad/l²)

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Q. A beam may be designed as a cased beam if

  • (A) Section is of double open channel form with the webs not less than 40 mmapart
  • (B) Overall depth and width of the steel section do not exceed 750 and 450 mmrespectively
  • (C) Beam is solidly encased in concrete with 10 mm aggregate having 28 days strength 160kg/cm2
  • (D) All the above

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Q. Compression members composed of two channels back-to-back and separated by a small distance are connected together by riveting so that the minimum slenderness ratio of each member between the connections, does not exceed

  • (A) 40
  • (B) 50
  • (C) 60
  • (D) 70

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