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

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Structural Analysis
The principle of virtual work can be applied to elastic system by considering the virtual work of

None of these
Internal as well as external forces
Internal forces only
External forces only

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

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

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Structural Analysis
The number of independent displacement components at each joint of a rigid-jointed space frame is

6
1
2
3

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

8
9
7
6

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Structural Analysis
For a single point load W moving on a symmetrical three hinged parabolic arch of span L, the maximum sagging moment occurs at a distance x from ends. The value of x is

0.5 L
0.234 L
0.211 L
0.25 L

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