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Structural Analysis

Structural Analysis
A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be

60 kN.m
15 kN.m
8 kN.m
30 kN.m

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Structural Analysis
The Castigliano's second theorem can be used to compute deflections

For any type of structure
At the point under the load only
For beams and frames only
In statically determinate structures only

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Structural Analysis
When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would

Change from compression to tension
Always be compression
Change from tension to compression
Always be tension

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

3 specimens
2 specimens
4 specimens
5 specimens

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

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

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