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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/4EI
L/3EI
L/EI

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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)

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

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Structural Analysis
For the stability of a structural part, the weight or anchorage should be

None of these
1.4 times the minimum overturning moment due to dead load
1.2 times the minimum overturning moment due to dead load
Sum of (a) and (b)

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Structural Analysis
If the specified thickness of a footing is 100 cm, the depth of the form work may be tolerated from

-3 mm to +3 mm
-4 mm to +4 mm
-5 mm to +5 mm
-2 mm to +2 mm

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Structural Analysis
The three moments equation is applicable only when

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

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Structural Analysis
Principle of superposition is applicable when

None of these
Material obeys Hooke's law
The action of applied forces will be affected by small deformations of the structure
Deflections are linear functions of applied forces

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