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Structural Analysis

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

8
7
9
6

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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

None of these
infinite length
zero length
zero moment of inertia

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

3
6
5
4

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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
When a load crosses a through type Pratt truss in the direction left to right, the nature of force in any diagonal member in the left half of the span would

Change from compression to tension
Change from tension to compression
Always be compression
Always be tension

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Structural Analysis
Number of unknown internal forces in each member of a rigid jointed plane frame is

6
3
4
9

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