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Structural Analysis

Structural Analysis
The degree of kinematic indeterminacy of a pin-jointed space frame is (where m, r and j have their usual meanings)

j-3r
2j-r
3j-r
j-2r

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

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

Fixed support
Roller support
Hinged support
Free end

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Structural Analysis
In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always

less than 1
1
zero
greater than 1

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

2 specimens
3 specimens
4 specimens
5 specimens

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

j – 2r
3j – r
2j + r
2j – r

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