Design of Steel Structures MCQs with answers Page - 5

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Q. The main type of butt joints, is a double cover

  • (A) shear riveted joint
  • (B) chain riveted joint
  • (C) zig-zag riveted joint
  • (D) all the above

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Q. Bearing stiffener in a plate girder is used to

  • (A) transfer the load from the top flange to the bottom one
  • (B) prevent buckling of web
  • (C) decrease the effective depth of web
  • (D) prevent excessive deflection

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Q. The central deflection of a simply supported steel beam of length L with a concentrated load W at the centre, is

  • (A) wl3/3ei
  • (B) wl4/3ei
  • (C) wl3/48ei
  • (D) 5wl4/384ei

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Q. If d is the distance between the flange angles,

  • (A) vertical stiffeners are provided in steel plate girders if the web is less than d/85
  • (B) vertical stiffeners are provided in high tensile steel plate girders if the web is less than d/175
  • (C) horizontal stiffeners are provided in steel plate girders if the web is less than d/200
  • (D) all the above

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Q. Area of openings for buildings of large permeability is more than

  • (A) 10% of wall area
  • (B) 20% of wall area
  • (C) 30% of wall area
  • (D) 50% of wall area

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Q. In case horizontal stiffeners are not used, the distance between vertical legs of flange angles at the top and bottom 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. Working shear stress on the gross area of a rivet as recommended by Indian Standards, is

  • (A) 785 kg/cm2
  • (B) 1025 kg/cm2
  • (C) 2360 kg/cm2
  • (D) none of these

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Q. The least dimensio D

  • (A) 0.5 d
  • (B) 0.68 d
  • (C) 0.88 d
  • (D) d

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Q. Effective length of a column effectively held in position and restrained in direction at one end but neither held in position nor restrained in direction at the other end, is

  • (A) 1.5 l
  • (B) 0.67 l
  • (C) 0.85 l
  • (D) 2 l

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Q. The equivalent axial load may be defined as the load which produces a stress equal to

  • (A) maximum stress produced by the eccentric load
  • (B) maximum stressed fibre
  • (C) bending stress
  • (D) none of these

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