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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/4EI
L/2EI
L/EI

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

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

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

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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

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

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Structural Analysis
If in a rigid-jointed space frame, (6m + r) < 6j, then the frame is

Stable and statically indeterminate
None of these
Unstable
Stable and statically determinate

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

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