Design of Steel Structures MCQs with answers Page - 22

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Q. The use of tie plates in laced columns is

  • (A) prohibited
  • (B) not prohibited
  • (C) permitted at start and end of lacing system only
  • (D) permitted between two parts of the lacing

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Q. According to IS : 800-1962 the permissible bending stress in steel slab plates, is

  • (A) 1500 kg/cm2
  • (B) 1420 kg/cm2
  • (C) 2125 kg/cm2
  • (D) 1890 kg/cm2

A

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Q. The side thrust T on the tie rods provided at the end beam of jack arch of rise R, is calculated from the formula

  • (A) t = wl/4r
  • (B) t = wr/8l
  • (C) t = wl/8r
  • (D) t = wl/2r

A

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Q. The minimum pitch of rivet holes of diameter d should not be less than

  • (A) d
  • (B) 1.25 d
  • (C) 1.5 d
  • (D) 2.5 d

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Q. Design of a riveted joint, is based on the assumption:

  • (A) load is uniformly distributed among all the rivets
  • (B) shear stress on a rivet is uniformly distributed over its gross area
  • (C) bearing stress in the rivet is neglected
  • (D) all the above

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Q. If is the maximum allowable bending stress in a tension member whose radius of gyration is and depth is 2y, the required cross sectional area is given by

  • (A) a = my/fr²
  • (B) a = my²/fr²
  • (C) a = my/fr
  • (D) a = my/f²r²

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Q. The load on a lintel is assumed as uniformly distributed if the height of the masonry above it, is upto a height of

  • (A) the effective span
  • (B) 1.25 times the effective span
  • (C) 1.50 times the effective span
  • (D) 2.0 times the effective span

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Q. Diameter of a rivet hole is made larger than the diameter of the rivet by

  • (A) 1.0 mm for rivet diameter upto 12 mm
  • (B) 1.5 mm for rivet diameter exceeding 25 mm
  • (C) 2.0 mm for rivet diameter over 25 mm
  • (D) none of these

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Q. According to IS: 800-1962, the coefficient of expansion of steel per degree centigrade per unit length, is taken as

  • (A) 0.000008
  • (B) 0.000010
  • (C) 0.000012
  • (D) 0.000014

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Q. In case of timber structures, the simple bending formula M = fz may be applied for

  • (A) rectangular beams up to 300 mm depth
  • (B) all rectangular beams
  • (C) solid circular beams only
  • (D) all square cross-section beams

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