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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

less than 1
zero
1
greater than 1

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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/4EI
L/2EI
L/3EI

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Structural Analysis
The thickness of the rectangular plate for the cap or base of a solid round steel columns, is calculated from the formulat = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is

The dimension of the base
The reduced diameter of the column
The diameter of the top
The diameter of the base

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Structural Analysis
For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust

is decreased
becomes zero
remains unchanged
is increased

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Structural Analysis
The test strength of the sample is taken as the average of the strength of

4 specimens
2 specimens
3 specimens
5 specimens

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

influence coefficient
flexibility
unit strain
stiffness

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