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

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Structural Analysis
While using three moments equation, a fixed end of a continuous beam is replaced by an additional span of

zero length
zero moment of inertia
None of these
infinite length

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

3
6
4
5

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Structural Analysis
In the slope deflection equations, the deformations are considered to be caused by
i) bending moment
ii) shear force
iii) axial force
The correct answer is

(ii) and (iii)
(i)and(ii)
only (i)
(i), (ii) and (iii)

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Structural Analysis
The three moments equation is applicable only when

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

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

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