Design of Steel Structures MCQs with answers Page - 9

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Q. If the 20 mm rivets are used in lacing bars, then the minimum width of lacing bar should be

  • (A) 40 mm
  • (B) 60 mm
  • (C) 80 mm
  • (D) 100 mm

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Q. The minimum edge distance of a rivet line connecting two or more plates, is kept equal to 37 mm plus (where t is the thickness in mm of the thinner outside plate).

  • (A) 2 t
  • (B) 4 t
  • (C) 6 t
  • (D) 8 t

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Q. For simply supported beams, the maximum permitted deflection, is

  • (A) 1/325 of the span
  • (B) 1/350 of the span
  • (C) 1/375 of the span
  • (D) 1/400 of the span

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Q. The rolled steel I-sections are most commonly used as beams because these provide

  • (A) large moment of inertia with less cross-sectional area
  • (B) large moment of resistance as compared to other section
  • (C) greater lateral stability
  • (D) all the above

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Q. As per IS : 875, for the purposes of specifying basic wind velocity, the country has been divided into

  • (A) 4 zones
  • (B) 5 zones
  • (C) 6 zones
  • (D) 7 zones

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Q. Net sectional area of a tension member, is equal to its gross section area

  • (A) plus the area of the rivet holes
  • (B) divided by the area of rivet holes
  • (C) multiplied by the area of the rivet holes
  • (D) none of these

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Q. For a single section used as a tension member, the given area is assumed

  • (A) 20% to 30% in excess of the net area
  • (B) 30% to 40% in excess of the net area
  • (C) 40% to 50% in excess of the net area
  • (D) 50% to 60% in excess of the net area

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

  • (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

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Q. The greatest gauge of long rivets should not exceed (where d is the diameter of the holes).

  • (A) 2 d
  • (B) 4 d
  • (C) 6 d
  • (D) 8 d

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Q. The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

  • (A) 1.5
  • (B) 1.7
  • (C) 2.0
  • (D) 2.34

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