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

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

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Structural Analysis
For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust

is decreased
becomes zero
is increased
remains unchanged

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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

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

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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
Deflections are linear functions of applied forces
Material obeys Hooke's law
None of these

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Structural Analysis
When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would

Always be compression
Always be tension
Change from compression to tension
Change from tension to compression

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