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Structural Analysis

Structural Analysis
The degree of static indeterminacy up to which column analogy method can be used is

3
5
6
4

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

1
less than 1
zero
greater than 1

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Structural Analysis
Bending moment at any section in a conjugate beam gives in the actual beam

bending moment
deflection
curvature
slope

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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 increased
becomes zero
is decreased
remains unchanged

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Structural Analysis
The three moments equation is applicable only when

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

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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 formula t = √[(9W/16 fbct) × D/(D -d)] where ‘d’ is

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

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