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Structural Analysis

Structural Analysis
Degree of kinematic indeterminacy of a pin-jointed plane frame is given by

j – 2r
3j – r
2j – r
2j + r

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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
3m + r – 3j
m + r – 2j
m + r + 3j

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

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

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Structural Analysis
A pin-jointed plane frame is unstable if (where m is number of members, r is reaction components and j is number of joints)

m + r = 2j
None of these
(m + r)>2j
(m + r)<2j

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

2 specimens
4 specimens
5 specimens
3 specimens

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