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Structural Analysis

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

1
3/4
0
1/2

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Structural Analysis
Castigliano’s first theorem is applicable

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

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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)

3m + r – 3j
6m + r – 6j
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

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

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Structural Analysis
For the stability of a structural part, the weight or anchorage should be

None of these
1.2 times the minimum overturning moment due to dead load
1.4 times the minimum overturning moment due to dead load
Sum of (a) and (b)

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

6
4
5
3

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