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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
The deformation of a spring produced by a unit load is called

flexibility
stiffness
unit strain
influence coefficient

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Structural Analysis
The number of independent displacement components at each joint of a rigid-jointed space frame is

6
2
3
1

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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/2EI
L/3EI
L/EI

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

4
3
6
5

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Structural Analysis
The carryover factor in a prismatic member whose far end is fixed is

0
1/2
1
3/4

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