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Structural Analysis

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

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

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Structural Analysis
In the displacement method of structural analysis, the basic unknowns are

displacements
force
None of these
displacements and forces

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

6
5
3
4

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Structural Analysis
The number of independent equations to be satisfied for static equilibrium of a plane structure is

4
3
6
5

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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 indeterminate
None of these
Stable and statically determinate
Unstable

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Structural Analysis
The degree of kinematic indeterminacy of a pin-jointed space frame is (where m, r and j have their usual meanings)

j-2r
2j-r
j-3r
3j-r

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