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Structural Analysis

Structural Analysis
The width of the analogous column in the method of column analogy is

1/EI
1/2 EI
2/EI
1/4 EI

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Structural Analysis
A pin-jointed plane frame is unstable if (where m is number of members, r is reaction components and j is number of joints)

(m + r)>2j
(m + r)<2j
m + r = 2j
None of these

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Structural Analysis
The deformation of a spring produced by a unit load is called

flexibility
stiffness
unit strain
influence coefficient

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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/3EI
L/EI
L/2EI

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Structural Analysis
If there are m unknown member forces, r unknown reaction components and j number of joints, then the degree of static indeterminacy of a pin-jointed plane frame is given by

m + r – 3j
m + r – 2j
m – r + 2j
m + r + 2j

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

3
6
9
4

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