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Structural Analysis

Structural Analysis
The number of independent equations to be satisfied for static equilibrium in a space structure is

9
6
8
7

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

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

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Structural Analysis
Principle of superposition is applicable when

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

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Structural Analysis
A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be

60 kN.m
8 kN.m
15 kN.m
30 kN.m

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Structural Analysis
Castigliano’s first theorem is applicable

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

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