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Structural Analysis

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
If in a rigid-jointed space frame, (6m + r) < 6j, then the frame is

Stable and statically determinate
Stable and statically indeterminate
None of these
Unstable

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Structural Analysis
Number of unknown internal forces in each member of a rigid jointed plane frame is

3
6
9
4

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Structural Analysis
Castigliano’s first theorem is applicable

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

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Structural Analysis
Which of the following methods of structural analysis is a displacement method?

Moment distribution method
Column analogy method
None of these
Three moment equation

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Structural Analysis
Independent displacement components at each joint of a rigid-jointed plane frame are

three rotations
one linear movement and two rotations
three linear movements
two linear movements and one rotation

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