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Structural Analysis

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

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

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Structural Analysis
The degree of static indeterminacy of a pin-jointed space frame is given by (where m is number of unknown member forces, r is unknown reaction components and j is number of joints)

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

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Structural Analysis
Which of the following is not the displacement method?

Moment distribution method
Equilibrium method
Column analogy method
Kani's method

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

3
4
5
6

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Structural Analysis
If in a pin-jointed plane frame (m + r) > 2j, then the frame is (Where ‘m’ is number of members, ‘r’ is reaction components and ‘j’ is number of joints)

Stable and statically indeterminate
Unstable
None of these
Stable and statically determinate

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