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Structural Analysis

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

zero
1
greater than 1
less than 1

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Structural Analysis
When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would

Change from compression to tension
Change from tension to compression
Always be tension
Always be compression

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

2j + r
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/EI
L/2EI
L/3EI
L/4EI

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

5
3
4
6

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Structural Analysis
Number of unknown internal forces in each member of a rigid jointed plane frame is

3
9
6
4

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