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Structural Analysis

Structural Analysis
In moment distribution method, the sum of distribution factors of all the members meeting at any joint is always

zero
greater than 1
1
less than 1

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

6
4
5
3

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Structural Analysis
The slenderness effect of a wall is considered if the effective height of the wall exceeds the thickness

11 times
10 times
12 times
13 times

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

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

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