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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
If in a pin-jointed plane frame (m + r) > 2j, then the frame is(Where ‘m’ is number of members, ‘r’ is reaction components and ‘j’ is number of joints)

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

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Structural Analysis
The three moments equation is applicable only when

The spans are equal
The beam is prismatic
There is no discontinuity such as hinges within the span
There is no settlement of supports

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

Remains unchanged
Becomes zero
Is decreased
Is increased

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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

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

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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

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

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