Bending Stress due to Eccentric Loading in Both Directions MCQ

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• Volumetric strain = 3× _____________
  ক

  Linear strain

  খ

  Lateral strain

  গ

  Linear stress

  ঘ

  Lateral stress
• Determine the working stress in the factor of safety is 3 and ultimate load is what 127.32N?
  ক

  46 N/m2

  খ

  55 N/m2

  গ

  48 N/m2

  ঘ

  42 N/m2
• ________ is a good example for malleability.
  ক

  Glass

  খ

  Concrete

  গ

  Copper

  ঘ

  Lead
• Lighter materials of construction can be used for a continuous beam.
  ক

  True

  খ

  False
• In continuous beams ______________ moments is always less than support moments.
  ক

  Upward

  খ

  Mid span

  গ

  Downward

  ঘ

  Sagging
• In continuous beams ______ moment develops at supports.
  ক

  Hogging

  খ

  Sagging

  গ

  Couple

  ঘ

  Static
• In T beams, maximum ______ is less.
  ক

  Shear force

  খ

  Bending moment

  গ

  Bending stress

  ঘ

  Shear stress
• In T beams, the most of the compressive force is shared by __________
  ক

  Web

  খ

  Flange

  গ

  Rib

  ঘ

  Neutral axis
• The minimum depth of foundation in all types of soils is _________
  ক

  350mm

  খ

  680mm

  গ

  500mm

  ঘ

  280mm
• The pitch of the lateral ties shall not be more than the least of the ______________
  ক

  300mm

  খ

  450mm

  গ

  500mm

  ঘ

  550mm
• Polygonal links are also known as _____________
  ক

  Bent up bars

  খ

  Crancked bars

  গ

  Lateral ties

  ঘ

  Anchorage bars
• The inclined members carrying compressive loads are ________
  ক

  Pedestal

  খ

  Strut

  গ

  Post

  ঘ

  Winch
• A column in which reinforcement is wound spiral is ___________
  ক

  Tied column

  খ

  Spiral column

  গ

  Composite column

  ঘ

  Short column
• If the columns are effectively held in position and restrained against rotation at both ends. Recommend the value of effective length.
  ক

  0.6×l

  খ

  0.65×l

  গ

  0.77×l

  ঘ

  0.9×l
• As per IS 456-2000, the minimum eccentricity for columns shall be given by ________
  ক

  l/500 + D/30

  খ

  l/450 + D/45

  গ

  l/400 + D/40

  ঘ

  l/250 + D/25