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Structural Analysis

Structural Analysis
In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as

L/4EI
L/EI
L/3EI
L/2EI

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Structural Analysis
In the displacement method of structural analysis, the basic unknowns are

force
displacements and forces
displacements
None of these

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Structural Analysis
For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust

Is increased
Is decreased
Remains unchanged
Becomes zero

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Structural Analysis
Castigliano’s first theorem is applicable

when the system behaves elastically
for statically determinate structures only
None of these
only when principle of superposition is valid

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

6
5
3
4

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Structural Analysis
Principle of superposition is applicable when

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

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