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

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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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Structural Analysis
For a two-hinged arch, if one of the supports settles down vertically, then the horizontal thrust

Is increased
Is decreased
Remains unchanged
Becomes zero

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Structural Analysis
When a uniformly distributed load, longer than the span of the girder, moves from left to right, then the maximum bending moment at mid section of span occurs when the uniformly distributed load occupies

More than the left half span
Whole of left half span
Less than the left half span
Whole span

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

None of these
displacements
force
displacements and forces

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Structural Analysis
The degree of kinematic indeterminacy of a pin-jointed space frame is (where m, r and j have their usual meanings)

j-2r
j-3r
3j-r
2j-r

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