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Structural Analysis

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

3
6
4
5

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Structural Analysis
The carryover factor in a prismatic member whose far end is fixed is

1
3/4
0
1/2

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Structural Analysis
Degree of static indeterminacy of a rigid-jointed plane frame having 15 members, 3 reaction components and 14 joints is

7
6
8
9

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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)

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

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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
None of these
m + r = 2j

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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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