Design of Steel Structures MCQs with answers Page - 10

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Q. Rolled steel Tee-sections are used

  • (A) as columns
  • (B) with flat strips to connect plates in steel rectangular tanks
  • (C) as built up sections to resist axial tension
  • (D) none of these

A

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Q. Which of the following types of riveted joint is free from bending stresses?

  • (A) lap joint
  • (B) butt joint with single cover plate
  • (C) butt joint with double cover plates
  • (D) none of the above

A

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Q. The beams supporting the steps of a stair are generally known as

  • (A) headers
  • (B) trimmers
  • (C) stringers
  • (D) spandrel beams

A

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Q. The minimum width B of a solid casing for a cased beam, is equal to

  • (A) b = b + 25 mm
  • (B) b = b + 50 mm
  • (C) b = b + 75 mm
  • (D) b = b + 100 mm

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Q. Horizontal stiffener in a plate girder is provided to safeguard against

  • (A) shear buckling of web plate
  • (B) compression buckling of web plate
  • (C) yielding
  • (D) all of the above

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Q. If W and L are the total superimposed load and the span of a plate girder in metres, the approximate self weight (W) of the girder, is taken as

  • (A) m = wl/100
  • (B) m = wl/200
  • (C) m = wl/300
  • (D) m = wl/400

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Q. A major beam in a building structure, is known as

  • (A) a girder
  • (B) a floor beam
  • (C) a main beam
  • (D) all the above

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Q. Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

  • (A) 10° to 30°
  • (B) 30° to 40°
  • (C) 40° to 70°
  • (D) 90°

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Q. In case of cantilever fillers, the ratio of the span L to depth d, should not exceed

  • (A) 4
  • (B) 8
  • (C) 12
  • (D) 16

A

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Q. The internal pressure coefficient on walls for buildings with large permeability is taken as

  • (A) ± 0.2
  • (B) ±0.5
  • (C) ± 0.7
  • (D) 0

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