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Structural Analysis

Structural Analysis
Degree of kinematic indeterminacy of a pin-jointed plane frame is given by

j – 2r
3j – r
2j – r
2j + r

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

1/2
3/4
0
1

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

4
5
3
6

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

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

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Structural Analysis
The three moments equation is applicable only when

The spans are equal
There is no settlement of supports
The beam is prismatic
There is no discontinuity such as hinges within the span

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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/2EI
L/4EI
L/EI
L/3EI

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