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Structural Analysis

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

6
3
5
4

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

6m + r – 6j
3m + r – 3j
m + r – 3j
m + r – 2j

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

remains unchanged
becomes zero
is decreased
is increased

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

6
3
4
5

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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/3EI
L/4EI
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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