Design of Steel Structures MCQs with answers Page - 21

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Q. On steel structures the dead load is the weight of

  • (A) steel work
  • (B) material fastened to steel work
  • (C) material supported permanently
  • (D) all the above

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Q. A steel beam supporting loads from the floor slab as well as from wall is termed as

  • (A) stringer beam
  • (B) lintel beam
  • (C) spandrel beam
  • (D) header beam

A

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Q. The area Ap of cover plates in one flange of a built up beam, is given by

  • (A) ap = zreqr + zbeam/h
  • (B) ap = zreqr + zbeam/a
  • (C) ap = zreqr × zbeam/h
  • (D) ap = zreqr - zbeam/h

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Q. The economical depth d of a web plate in which allowable bearing stress is fb, and the maximum bending moment is M, as suggested by Rawater and Clark, is

  • (A) d = (m/fb)
  • (B) d = 1.5 (m/fb)
  • (C) d = 2.5 (m/fb)
  • (D) d = 4.5 (m/fb)

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Q. Bending compressive and tensile stresses respectively are calculated based on

  • (A) net area and gross area
  • (B) gross area and net area
  • (C) net area in both cases
  • (D) gross area in both cases

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Q. The thickness t of a single flat lacing should not be less than

  • (A) 1/30th length between inner end rivets
  • (B) 1/40th length between inner end rivets
  • (C) 1/50th length between inner end rivets
  • (D) 1/60th length between inner end rivets

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Q. Tongue plates are provided in a steel girder at

  • (A) the upper flange
  • (B) the lower flange
  • (C) the upper end of the web
  • (D) the upper and lower ends of the web

A

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Q. The slenderness ratio of a column supported throughout its length by a masonry wall is

  • (A) zero
  • (B) 10
  • (C) 100
  • (D) infinity

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Q. The main assumption of the method of simple design of steel frame work, is:

  • (A) beams are simply supported
  • (B) all connections of beams, girders and trusses are virtually flexible
  • (C) members in compression are subjected to forces applied at appropriate eccentricities
  • (D) all the above

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Q. Outstanding length of a compression member consisting of a channel, is measured as

  • (A) half of the nominal width
  • (B) nominal width of the section
  • (C) from the edge to the first row of rivets
  • (D) none of these

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