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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
9
8

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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 + 3j
m + r – 3j
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
3j-r
j-3r
2j-r

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Structural Analysis
The number of independent displacement components at each joint of a rigid-jointed space frame is

1
3
6
2

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Structural Analysis
The fixed support in a real beam becomes in the conjugate beam a

Fixed support
Hinged support
Free end
Roller support

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Structural Analysis
Independent displacement components at each joint of a rigid-jointed plane frame are

three rotations
two linear movements and one rotation
three linear movements
one linear movement and two rotations

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