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Structural Analysis

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

6
3
5
4

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Structural Analysis
The maximum bending moment due to a train of wheel loads on a simply supported girder

Always occurs under a wheel load
Always occurs at centre of span
Never occurs under a wheel load
None of these

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Structural Analysis
Which of the following is not the displacement method?

Column analogy method
Kani's method
Equilibrium method
Moment distribution method

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Structural Analysis
Principle of superposition is applicable when

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

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

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

2
1
3
6

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