Design of Steel Structures MCQs with answers Page - 27

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Q. A riveted joint many experience

  • (A) tearing failure of plates
  • (B) splitting failure of plates at the edges
  • (C) bearing failure of rivets
  • (D) all the above

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Q. Diameter of a bolt hole is usually taken as

  • (A) gross diameter of bolt
  • (B) nominal diameter + 1.5 mm
  • (C) nominal diameter + 2.0 mm
  • (D) nominal diameter of bolt

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Q. Effective sectional area of a compression member is:

  • (A) gross sectional area - area of rivet hole
  • (B) gross sectional area + area of rivet hole
  • (C) gross sectional area × area of rivet hole
  • (D) gross sectional area + area of rivet hole

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Q. In plastic analysis, the shape factor for circular sections, is

  • (A) 1.5
  • (B) 1.6
  • (C) 1.697
  • (D) none of these

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Q. The external wind pressure acting on a roof depends on

  • (A) degree of permeability of roof
  • (B) slope of roof
  • (C) both (a) and (b)
  • (D) none of the above

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Q. The actual thickness of butt weld as compared to the thickness of plate is usually

  • (A) more
  • (B) less
  • (C) equal
  • (D) none of the above

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Q. The ratio of longitudinal stress to strain within elastic limit, is known as

  • (A) modulus of elasticity
  • (B) shear modulus of elasticity
  • (C) bulk modulus of elasticity
  • (D) all the above

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Q. The slenderness ratio of lacing bars should not exceed

  • (A) 100
  • (B) 120
  • (C) 145
  • (D) 180

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Q. In a fillet weld placed on the sides of the base, the metal experiences

  • (A) shear
  • (B) tension
  • (C) compression
  • (D) all the above

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Q. P E to be 25% of the computed value of P and E respectively, the minimum value of the factor of safety is

  • (A) 1.00
  • (B) 0.67
  • (C) 1.67
  • (D) 2.67

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