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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
1
greater than 1
zero

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

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Structural Analysis
The Castigliano's second theorem can be used to compute deflections

In statically determinate structures only
For any type of structure
For beams and frames only
At the point under the load only

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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
Muller Breslau’s principle for obtaining influence lines is applicable to
i) trusses
ii) statically determinate beams and frames
iii) statically indeterminate structures, the material of which is elastic and follows Hooke’s law
iv) any statically indeterminate structure
The correct answer is

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

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