Design of Steel Structures MCQs with answers Page - 20

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Q. In a built up section carrying a tensile force, the flanges of two channels are turned outward

  • (A) to simplify the transverse connections
  • (B) to minimise lacing
  • (C) to have greater lateral rigidity
  • (D) all the above

A

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Q. A fillet weld may be termed as

  • (A) mitre weld
  • (B) concave weld
  • (C) convex weld
  • (D) all the above

A

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Q. Gantry girders are designed to resist

  • (A) lateral loads
  • (B) longitudinal loads and vertical loads
  • (C) lateral, longitudinal and vertical loads
  • (D) lateral and longitudinal loads

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Q. The distance between e.g. of compression and e.g. of tension flanges of a plate girder, is known as

  • (A) overall depth
  • (B) clear depth
  • (C) effective depth
  • (D) none of these

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Q. Design of a riveted joint is based on the assumption:

  • (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

A

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Q. Steel tanks are mainly designed for

  • (A) weight of tank
  • (B) wind pressure
  • (C) water pressure
  • (D) earthquake forces

A

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Q. The cross-section of a standard fillet is a triangle whose base angles are

  • (A) 45° and 45°
  • (B) 30° and 60°
  • (C) 40° and 50°
  • (D) 20° and 70°

A

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Q. Cold driven rivets range from

  • (A) 6 to 10 mm in diameter
  • (B) 10 to 16 mm in diameter
  • (C) 12 to 22 mm in diameter
  • (D) 22 to 32 mm in diameter

A

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Q. Length of an outstanding leg of a vertical stiffener, may be taken equal to

  • (A) 1/10th of clear depth of the girder plus 15 mm
  • (B) 1/20th of clear depth of the girder plus 20 mm
  • (C) 1/25th of clear depth of the girder plus 25 mm
  • (D) 1/30th of clear depth of the girder plus 50 mm

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Q. If the depth of two column sections is equal, then the column splice is provided

  • (A) with filler plates
  • (B) with bearing plates
  • (C) with filler and hearing plates
  • (D) none of these

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