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Structural Analysis

Structural Analysis
Degree of static indeterminacy of a rigid-jointed plane frame having 15 members, 3 reaction components and 14 joints is

7
9
8
6

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

becomes zero
remains unchanged
is decreased
is increased

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Structural Analysis
Principle of superposition is applicable when

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

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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)

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

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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)

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

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

4
6
5
3

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