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Structural Analysis

Structural Analysis
The degree of static indeterminacy up to which column analogy method can be used is

4
5
6
3

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Structural Analysis
The number of independent equations to be satisfied for static equilibrium of a plane structure is

4
3
6
5

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Structural Analysis
Principle of superposition is applicable when

None of these
Deflections are linear functions of applied forces
Material obeys Hooke's law
The action of applied forces will be affected by small deformations of the structure

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Structural Analysis
The three moments equation is applicable only when

The beam is prismatic
There is no settlement of supports
The spans are equal
There is no discontinuity such as hinges within the span

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Structural Analysis
Degree of kinematic indeterminacy of a pin-jointed plane frame is given by

2j – r
2j + r
j – 2r
3j – r

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Structural Analysis
The width of the analogous column in the method of column analogy is

2/EI
1/EI
1/4 EI
1/2 EI

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