Design of Steel Structures MCQs with answers Page - 19

Here, you will find a collection of MCQ questions on Design of Steel Structures. Go through these questions to enhance your preparation for upcoming examinations and interviews.

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Admin • 833.24K Points
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Q. Lug angle is

  • (A) used with single angle member
  • (B) not used with double angle member
  • (C) used with channel member
  • (D) all the above

A

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Q. For the economical design of a combined footing to support two equal column loads, the projections of beams in lower tier are kept such that bending moment under column is equal to

  • (A) bending moment at the centre of the beam
  • (B) half the bending moment at the centre of the beam
  • (C) twice the bending moment at the centre of the beam
  • (D) none of these

A

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Q. Stiffeners are used in a plate girder

  • (A) to reduce the compressive stress
  • (B) to reduce the shear stress
  • (C) to take the bearing stress
  • (D) to avoid bulking of web plate

A

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Q. As compared to field rivets, the shop rivets are

  • (A) stronger
  • (B) weaker
  • (C) equally strong
  • (D) any of the above

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Q. A fillet weld whose axis is parallel to the direction of the applied load, is known as

  • (A) diagonal filler weld
  • (B) end fillet weld
  • (C) side fillet weld
  • (D) all the above

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Q. In a truss girder of a bridge, a diagonal consists of mild steel flat 4001.S.F. and carries a pull of 80 tonnes. If the gross-diameter of the rivet is 26 mm, the number of rivets required in the splice, is

  • (A) 6
  • (B) 7
  • (C) 8
  • (D) 9

A

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Q. When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

  • (A) black bolt
  • (B) ordinary unfinished bolt
  • (C) turned and fitted bolt
  • (D) high strength bolt

A

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Q. Factor of safety is the ratio of

  • (A) yield stress to working stress
  • (B) tensile stress to working stress
  • (C) compressive stress to working stress
  • (D) bearing stress to working stress

A

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Q. The best arrangement to provide unified behaviour in built up steel columns is by

  • (A) lacing
  • (B) battening
  • (C) tie plates
  • (D) perforated cover plates

A

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

  • (A) modulus of elasticity
  • (B) shear modulus of elasticity
  • (C) bulk modulus of elasticity
  • (D) tangent modulus of elasticity

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