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Structural Analysis

Structural Analysis
The test strength of the sample is taken as the average of the strength of

2 specimens
5 specimens
3 specimens
4 specimens

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Structural Analysis
The degree of static indeterminacy up to which column analogy method can be used is

4
3
5
6

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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

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

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Structural Analysis
Castigliano’s first theorem is applicable

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

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Structural Analysis
The deformation of a spring produced by a unit load is called

stiffness
unit strain
influence coefficient
flexibility

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Structural Analysis
If in a pin-jointed plane frame (m + r) > 2j, then the frame is (Where ‘m’ is number of members, ‘r’ is reaction components and ‘j’ is number of joints)

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

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