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Structural Analysis

Structural Analysis
In column analogy method, the area of an analogous column for a fixed beam of span L and flexural rigidity El is taken as

L/2EI
L/3EI
L/EI
L/4EI

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Structural Analysis
Which of the following methods of structural analysis is a displacement method?

Column analogy method
Three moment equation
None of these
Moment distribution method

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

2j + r
2j – r
j – 2r
3j – r

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Structural Analysis
The three moments equation is applicable only when

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

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

3
5
6
4

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Structural Analysis
For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust

is decreased
is increased
remains unchanged
becomes zero

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