Design of Steel Structures MCQs with answers Page - 2

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Admin • 833.24K Points
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Q. In moment resistant connections, the moment resistance of riveted connection depends upon

  • (A) shear in rivets
  • (B) compression in rivets
  • (C) tension in rivets
  • (D) strength of rivets in bearing

A

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Q. The portal bracing in a truss bridge is used to

  • (A) transfer load from top of end posts to bearings
  • (B) keep the rectangular shape of the bridge cross-section
  • (C) stiffen the structure laterally
  • (D) prevent the sides-way buckling of top chord

A

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Q. The maximum permissible span of asbestos cement sheets is

  • (A) 650 mm
  • (B) 810 mm
  • (C) 1250 mm
  • (D) 1680 mm

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Q. Lacing bars in a steel column should be designed to resist

  • (A) bending moment due to 2.5% of the column load
  • (B) shear force due to 2.5% of the column load
  • (C) 2.5% of the column load
  • (D) both (a) and (b)

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Q. The moment of the couple set up in a section of a beam by the longitudinal compressive and tensile force, is known as

  • (A) bending moment
  • (B) moment of resistance
  • (C) flexural stress moment
  • (D) none of these

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Q. The thickness of the web of a mild steel plate girder is less than d/200. If only one horizontal stiffener is used, it is placed at

  • (A) the neutral axis of the section
  • (B) 2/3rd of the depth of the neutral axis from the compression flange
  • (C) 2/5th of the depth of the neutral axis from the compression flange
  • (D) 2/5th of the height of the neutral axis from tension flange

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Q. Shear buckling of web in a plate girder is prevented by using

  • (A) vertical intermediate stiffener
  • (B) horizontal stiffener at neutral axis
  • (C) bearing stiffener
  • (D) none of the above

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Q. The most commonly used sections in lateral system to carry shear force in built up columns, are

  • (A) rolled steel flats
  • (B) rolled angles
  • (C) rolled channels
  • (D) all the above

A

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Q. The stress in the wall of a thin cylinder subjected to internal pressure, is

  • (A) hoop compression
  • (B) shear
  • (C) torsional shear
  • (D) hoop tension

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Q. The risk coefficient k, depends on

  • (A) mean probable design life of structures
  • (B) basic wind speed
  • (C) both (a) and (b)
  • (D) none of the above

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