Effects of Indeterminate Structures MCQ

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• The computation of collapse or ultimate load is influenced by ____________
  ক

  Degree of compression

  খ

  Degree of bending

  গ

  Degree of redistribution

  ঘ

  Degree of strain
• The stresses due to secondary moments can be eliminated by selecting suitable ____________
  ক

  Cable profile

  খ

  Tendon profile

  গ

  Anchorage profile

  ঘ

  Wedge profile
• The problem of excessive frictional losses can be tackled by reducing ____________
  ক

  Eccentricity

  খ

  Prestressing force

  গ

  Curvature

  ঘ

  Loads
• The formation of redundant reactions is examined with reference to ____________
  ক

  One span continuous beam

  খ

  Two span continuous beam

  গ

  Three span continuous beam

  ঘ

  Four span continuous beam
• Which type of structure is free to deform?
  ক

  Statically determinate

  খ

  Continuous structure

  গ

  Statically indeterminate

  ঘ

  Partially prestressed structure
• When an indeterminate structure is prestressed which reactions develop?
  ক

  Extrusion

  খ

  Redundant

  গ

  Compressive

  ঘ

  Deformation
• There is a reduction of anchorage in case of ____________
  ক

  Precast prestressed beam

  খ

  Pre tensioned prestressed beam

  গ

  Continuous prestressed

  ঘ

  Partially prestressed
• In continuous post tensioned girders the curved cables can be positioned to resist ____________
  ক

  Edge and supports

  খ

  Beam and supports

  গ

  Span and supports

  ঘ

  Columns and supports
• The bending moments are more evenly distributed between ____________
  ক

  Ends and supports

  খ

  Centre and supports

  গ

  Edge and supports

  ঘ

  Surface and supports
• The ultimate load capacity is higher in case of ____________
  ক

  Statically indeterminate structures

  খ

  Statically determinate structures

  গ

  Prestressed structures

  ঘ

  Reinforced structures