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Structural Analysis

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

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

Hinged support
Roller support
Fixed support
Free end

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Structural Analysis
The deflection at any point of a perfect frame can be obtained by applying a unit load at the joint in

Vertical direction
Horizontal direction
Inclined direction
The direction in which the deflection is required

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Structural Analysis
In the displacement method of structural analysis, the basic unknowns are

force
displacements
displacements and forces
None of these

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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
one linear movement and two rotations
three linear movements
three rotations

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

1
0
1/2
3/4

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