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Structural Analysis

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

5
6
4
3

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Structural Analysis
Which of the following is not the displacement method?

Kani's method
Moment distribution method
Column analogy method
Equilibrium method

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

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

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

6
8
9
7

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Structural Analysis
In the displacement method of structural analysis, the basic unknowns are

None of these
force
displacements and forces
displacements

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Structural Analysis
For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is

0.25 L
0.211 L
0.234 L
0.5 L

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