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Structural Analysis

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

6
7
8
9

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

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

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

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Structural Analysis
A rigid-jointed plane frame is stable and statically determinate if (where m is number of members, r is reaction components and j is number of joints)

(m + r) = 2j
(m + r) = 3j
(m + 3r) = 3j
(3m + r) = 3j

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

influence coefficient
unit strain
stiffness
flexibility

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

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

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