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Structural Analysis

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

7
6
8
9

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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
Always be compression
Always be tension
Change from tension to compression

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Structural Analysis
Bending moment at any section in a conjugate beam gives in the actual beam

deflection
bending moment
curvature
slope

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Structural Analysis
For a symmetrical two hinged parabolic arch, if one of the supports settles horizontally, then the horizontal thrust

becomes zero
is decreased
remains unchanged
is increased

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

3
9
6
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/2EI
L/4EI
L/EI
L/3EI

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