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Structural Analysis

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

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

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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)

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

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Structural Analysis
For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is

0.5 L
0.211 L
0.234 L
0.25 L

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Structural Analysis
If in a rigid-jointed space frame, (6m + r) < 6j, then the frame is

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)

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

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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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