Design of Steel Structures MCQs with answers Page - 8

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Q. Shape factor is a property which depends

  • (A) only on the ultimate stress of the material
  • (B) only on the yield stress of the material
  • (C) only on the geometry of the section
  • (D) both on the yield stress and ultimate stress of material

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Q. A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed

  • (A) 180
  • (B) 200
  • (C) 300
  • (D) 350

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Q. The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

  • (A) 4.5 mm
  • (B) 6 mm
  • (C) 8 mm
  • (D) 10 mm

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Q. For determination of allowable stress in axial compression, Indian Standard Institution has adopted

  • (A) eulers formula
  • (B) rankine formula
  • (C) perry robertson formula
  • (D) secant formula

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Q. Rolled steel beams are:

  • (A) mainly used to resist bending stress
  • (B) used as independent sections to resist compressive stress
  • (C) used as independent sections to resist tensile stress
  • (D) all the above

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Q. According to IS : 800 - 71, the minimum thickness of a vertically stiffened web plate, shall not be less than

  • (A) d/85
  • (B) d/200
  • (C) d/225
  • (D) d/250

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Q. A web plate is called unstiffened if the ratio of clear depth to thickness is less than

  • (A) 35
  • (B) 50
  • (C) 65
  • (D) 85

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Q. A butt weld is specified by

  • (A) effective throat thickness
  • (B) plate thickness
  • (C) size of weld
  • (D) penetration thickness

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Q. The most economical section for a column, is

  • (A) rectangular
  • (B) solid round
  • (C) flat strip
  • (D) tubular section

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Q. In rolled steel beams, shear force is mostly resisted by

  • (A) web only
  • (B) flanges only
  • (C) web and flanges together
  • (D) none of these

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