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Structural Analysis

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

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

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Structural Analysis
A rigid-jointed plane frame is stable and statically determinate if (where m is number of members, r is reaction components and j is number of joints)

(3m + r) = 3j
(m + 3r) = 3j
(m + r) = 3j
(m + r) = 2j

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Structural Analysis
The degree of static indeterminacy of a pin-jointed space frame is given by (where m is number of unknown member forces, r is unknown reaction components and j is number of joints)

3m + r – 3j
m + r – 3j
m + r + 3j
m + r – 2j

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

2 specimens
5 specimens
4 specimens
3 specimens

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

5
6
3
4

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