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Structural Analysis

Structural Analysis
The degree of kinematic indeterminacy of a pin-jointed space frame is (where m, r and j have their usual meanings)

j-2r
2j-r
3j-r
j-3r

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

Stable and statically indeterminate
Unstable
Stable and statically determinate
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

Becomes zero
Is decreased
Remains unchanged
Is increased

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

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

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Structural Analysis
The degree of static indeterminacy of a rigid-jointed space frame is (where m, r and j have their usual meanings)

6m + r – 6j
3m + r – 3j
m + r – 3j
m + r – 2j

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Structural Analysis
The principle of virtual work can be applied to elastic system by considering the virtual work of

None of these
External forces only
Internal as well as external forces
Internal forces only

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