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

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Structural Analysis
In the displacement method of structural analysis, the basic unknowns are

None of these
force
displacements and forces
displacements

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

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Structural Analysis
A simply supported beam deflects by 5 mm when it is subjected to a concentrated load of 10 kN at its centre. What will be deflection in a 1/10 model of the beam if the model is subjected to a 1 kN load at its centre ?

0.005mm
5 mm
0.5 mm
0.05 mm

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Structural Analysis
The number of independent equations to be satisfied for static equilibrium of a plane structure is

6
4
5
3

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Structural Analysis
Castigliano’s first theorem is applicable

for statically determinate structures only
only when principle of superposition is valid
when the system behaves elastically
None of these

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