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Structural Analysis

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

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

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Structural Analysis
Degree of kinematic indeterminacy of a pin-jointed plane frame is given by

3j – r
j – 2r
2j + r
2j – r

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Structural Analysis
Principle of superposition is applicable when

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

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

Stable and statically determinate
None of these
Unstable
Stable and statically indeterminate

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Structural Analysis
For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is

0.234 L
0.5 L
0.211 L
0.25 L

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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
6m + r – 6j
3m + r – 3j
m + r – 2j

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