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Structural Analysis

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

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Structural Analysis
When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies

Less than the left half span
Whole of left half span
More than the left half span
Whole span

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Structural Analysis
Number of unknown internal forces in each member of a rigid jointed plane frame is

4
9
6
3

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

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

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Structural Analysis
Muller Breslau’s principle for obtaining influence lines is applicable to
i) trusses
ii) statically determinate beams and frames
iii) statically indeterminate structures, the material of which is elastic and follows Hooke’s law
iv) any statically indeterminate structure
The correct answer is

(i), (ii) and (iv)
(i) and (ii)
only (i)
(i), (ii) and (iii)

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Structural Analysis
Castigliano’s first theorem is applicable

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

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