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Structural Analysis

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

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

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Structural Analysis
The three moments equation is applicable only when

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

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

stiffness
flexibility
influence coefficient
unit strain

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

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

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

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

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Structural Analysis
If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from

-3 mm to +3 mm
-5 mm to +5 mm
-4 mm to +4 mm
-2 mm to +2 mm

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