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Structural Analysis

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

2j + r
j – 2r
3j – r
2j – r

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

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

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Structural Analysis
The number of independent equations to be satisfied for static equilibrium of a plane structure is

3
6
5
4

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Structural Analysis
The fixed support in a real beam becomes in the conjugate beam a

Hinged support
Fixed support
Roller support
Free end

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Structural Analysis
If in a rigid-jointed space frame, (6m + r) < 6j, then the frame is

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

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

6
3
5
4

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MORE MCQ ON Structural Analysis

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