Design of Steel Structures MCQs with answers Page - 26

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Q. If the pitch is 6 cm and rivet value is 4 tonnes, the number of rivets required for a riveted connection carrying an eccentric load of 15 tonnes at a distance of 30 cm from the centre line, is

  • (A) 6
  • (B) 8
  • (C) 10
  • (D) 15

A

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Q. In a grillage footing, the maximum shear force occurs at the

  • (A) edge of grillage beam
  • (B) centre of base plate
  • (C) centre of grillage beam
  • (D) centre of base plate

A

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Q. The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

  • (A) 1.0 mm
  • (B) 1.5 mm
  • (C) 2.0 mm
  • (D) 2.5 mm

A

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Q. The greatest permissible clear dimension of the web of thickness t in the panel of a plate girder, is restricted to

  • (A) 180 t
  • (B) 220 t
  • (C) 230 t
  • (D) 270 t

A

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Q. The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

  • (A) 180
  • (B) 200
  • (C) 250
  • (D) 350

A

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Q. Effective length of a column effectively held in position at both ends and restrained in direction at one end, is

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

A

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Q. If the unsupported length of a stanchion is 4 metres and least radius of gyration of its cross-section is 5, the slenderness ratio of the stanchion, is

  • (A) 60
  • (B) 70
  • (C) 80
  • (D) 100

A

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Q. The deflection of beams may be decreased by

  • (A) increasing the depth of beam
  • (B) increasing the span
  • (C) decreasing the depth of beam
  • (D) increasing the width of beam

A

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Q. The moment-curvature relation at a plastic hinge is

  • (A) linear
  • (B) parabolic
  • (C) constant moment for all curvatures
  • (D) constant curvature for all moments

A

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Q. If the depth of the section of an upper column is smaller than the lower column

  • (A) filler plates are provided with column splice
  • (B) bearing plates are provided with column splice
  • (C) filler plates and bearing plates are provided with column splice
  • (D) none of these

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