Design of Steel Structures MCQs with answers Page - 3

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Q. For eccentrically loaded columns, the bending factor is

  • (A) cross-sectional area of column/radius of gyration
  • (B) radius of gyration/cross-sectional area of column
  • (C) cross-sectional area of column/section modulus of the section
  • (D) section modulus of the section/cross-sectional area of column

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Q. The net area of round bars to resist the tension, is the area of cross section at

  • (A) mid-section
  • (B) root of the thread
  • (C) difference of (a) and (b)
  • (D) none of these

A

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Q. The bracing between two columns of a steel tank will be designed to resist

  • (A) horizontal shear due to wind or earthquake only
  • (B) horizontal, shear due to wind or earthquake + 2.5% of column loads
  • (C) column loads + 2.5% of horizontal shear due to wind or earthquake
  • (D) column loads + full horizontal shear due to wind or earthquake

A

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Q. A column splice is used to increase

  • (A) length of the column
  • (B) strength of the column
  • (C) cross-sectional area of the column
  • (D) none of these

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Q. The mechanism method of plastic analysis satisfies

  • (A) equilibrium and mechanism conditions
  • (B) equilibrium and plastic moment conditions
  • (C) mechanism and plastic moment conditions
  • (D) equilibrium condition only

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Q. Rolled steel beams are designated by Indian Standard series and its

  • (A) weight per metre and depth of its section
  • (B) depth of section and weight per metre
  • (C) width of flange and weight per metre
  • (D) weight per metre and flange width

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Q. When plates are exposed to weather, tacking rivets are provided at a pitch in line not exceeding (where t is the thickness of the outside plate).

  • (A) 8 t
  • (B) 16 t
  • (C) 24 t
  • (D) 32 t

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Q. For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?

  • (A) equal angles back to back
  • (B) unequal legged angles with long legs back to back
  • (C) unequal legged angles with short legs back to back
  • (D) both (b) and (c)

A

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Q. The gross section of the web of a beam is defined as

  • (A) depth of the beam multiplied by its web thickness
  • (B) width of the flange multiplied by its web thickness
  • (C) sum of the flange width and depth of the beam multiplied by the web thickness
  • (D) none of these

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Q. Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

  • (A) 500 mm
  • (B) 600 mm
  • (C) 1000 mm
  • (D) 300 mm

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