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Structural Analysis

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

5 specimens
4 specimens
3 specimens
2 specimens

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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)

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

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

2j + r
j – 2r
2j – r
3j – r

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

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

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

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Structural Analysis
The three moments equation is applicable only when

There is no settlement of supports
The spans are equal
There is no discontinuity such as hinges within the span
The beam is prismatic

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