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Structural Analysis

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

5
3
4
6

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Structural Analysis
The slenderness effect of a wall is considered if the effective height of the wall exceeds the thickness

11 times
13 times
10 times
12 times

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

2 specimens
3 specimens
5 specimens
4 specimens

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Structural Analysis
The maximum bending moment due to a train of wheel loads on a simply supported girder

None of these
Never occurs under a wheel load
Always occurs under a wheel load
Always occurs at centre of span

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Structural Analysis
Castigliano’s first theorem is applicable

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

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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)

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

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