Design of Steel Structures MCQs with answers Page - 1

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Q. The forces acting on the web splice of a plate girder are

  • (A) axial forces
  • (B) shear and axial forces
  • (C) shear and bending forces
  • (D) axial and bending forces

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Q. Generally the purlins are placed at the panel points so as to avoid

  • (A) axial force in rafter
  • (B) shear force in rafter
  • (C) deflection of rafter
  • (D) bending moment in rafter

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Q. Which of the following sections should preferably be used at places where torsion occurs?

  • (A) angle section
  • (B) channel section
  • (C) box type section
  • (D) any of the above

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Q. Other conditions being same, the load factor in indeterminate structures is

  • (A) equal to load factor in determinate structures
  • (B) more than the load factor in determinate structures
  • (C) less than the load factor in determinate structures
  • (D) unpredictable

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Q. Rivets connecting flange angles to cover plates in a plate girder are subjected to

  • (A) horizontal shear only
  • (B) vertical load only
  • (C) both (a) and (b)
  • (D) none of the above

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Q. The effective length of a fillet weld should not be less than

  • (A) two times the weld size
  • (B) four times the weld size
  • (C) six times the weld size
  • (D) weld size

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Q. In a gusseted base, when the end of the column is machined for complete bearing on the base plate, then the axial load is assumed to be transferred to base plate

  • (A) fully by direct bearing
  • (B) fully through fastenings
  • (C) 50% by direct bearing and 50% through fastenings
  • (D) 75% by direct bearing and 25% through fastenings

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Q. If the floor is supported at or near the bottom but top chords of a bridge is not braced, then the bridge is called

  • (A) deck type
  • (B) through type
  • (C) half through type
  • (D) double deck type

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Q. The elastic strain for steel is about

  • (A) 1/12 of strain at the initiation of strain hardening and about 1/120 of maximum strain
  • (B) 1/2 of strain at the initiation of strain hardening and about 1/12 of maximum strain
  • (C) 1/12 of strain at the initiation of strain hardening and 1/200 of maximum strain
  • (D) 1/24 of strain at the initiation of strain hardening and about 1/200 of maximum strain

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Q. In the virtual work method, the virtual quantity is

  • (A) displacement
  • (B) load
  • (C) slope
  • (D) moment

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