Structural Engineering - MCQ

Prefix Filter: All Prefix SF Stresses BM Deflection Analysis
Dnyan Deshmukh
Analysis Elastic structural analysis makes use of:
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    212
    Pothula Gowtham
    Pothula Gowtham
    Dnyan Deshmukh
    Analysis An unequal rise in the temperature of members in a statically indeterminate structures causes -
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    1
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    295
    @nil
    @nil
    Dnyan Deshmukh
    Analysis Unequal settlements in the supports of of a statically indeterminate structure develop -
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    2
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    181
    Santosh pokhrel
    S
    Dnyan Deshmukh
    Analysis Unequal settlements in the supports of a statically determinate structure develop -
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    1
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    260
    Santosh pokhrel
    S
    Dnyan Deshmukh
    Analysis The torsional stiffness of a member can be defined as -
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    3
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    700
    Kk sah
    K
    Dnyan Deshmukh
    Analysis The units of flexural stiffness are -
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    3
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    899
    Kk sah
    K
    Dnyan Deshmukh
    Analysis A suspended cable hinged at two ends is a -
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    0
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    106
    Dnyan Deshmukh
    Dnyan Deshmukh
    Dnyan Deshmukh
    Analysis A cable can resist -
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    0
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    264
    Dnyan Deshmukh
    Dnyan Deshmukh
    Dnyan Deshmukh
    Analysis The influence line diagram gives either a force or deformation -
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    104
    Dnyan Deshmukh
    Dnyan Deshmukh
    Dnyan Deshmukh
    Analysis A moving load is -
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    0
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    106
    Dnyan Deshmukh
    Dnyan Deshmukh
    Dnyan Deshmukh
    Analysis The member forces in a statically indeterminate truss can be obtained by graphic statics -
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    0
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    88
    Dnyan Deshmukh
    Dnyan Deshmukh
    Dnyan Deshmukh
    Analysis The force polygon representing a set of forces in equilibrium is a -
  • 0
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    0
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    160
    Dnyan Deshmukh
    Dnyan Deshmukh
    Dnyan Deshmukh
    Analysis The Moment of a set of forces passing through a point and which are in equilibrium is -
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    0
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    88
    Dnyan Deshmukh
    Dnyan Deshmukh
    Dnyan Deshmukh
    Analysis The method of joints in the analysis of trusses gives -
  • 0
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    0
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    99
    Dnyan Deshmukh
    Dnyan Deshmukh
    Dnyan Deshmukh
    Analysis The moment distribution method in structural analysis can be treated as -
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    0
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    259
    Dnyan Deshmukh
    Dnyan Deshmukh
    Dnyan Deshmukh
    Analysis The conditions required to be satisfied for the analysis of statically determinate structures are -
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    0
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    145
    Dnyan Deshmukh
    Dnyan Deshmukh
    Dnyan Deshmukh
    Analysis The Application of the compatibility condition in the analysis of statically indeterminate structures is -
  • 0
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    0
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    98
    Dnyan Deshmukh
    Dnyan Deshmukh
    Dnyan Deshmukh
    Analysis Influence line diagrams can be drawn for:
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    0
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    107
    Dnyan Deshmukh
    Dnyan Deshmukh
    Dnyan Deshmukh
    Analysis Three hinges in an arch make it:
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    0
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    113
    Dnyan Deshmukh
    Dnyan Deshmukh
    Dnyan Deshmukh
    Analysis The Flexural rigidity of an element is:
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    0
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    92
    Dnyan Deshmukh
    Dnyan Deshmukh
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