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Structural Analysis

Structural Analysis
The degree of static indeterminacy up to which column analogy method can be used is

6
5
3
4

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Structural Analysis
The three moments equation is applicable only when

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

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Structural Analysis
Degree of static indeterminacy of a rigid-jointed plane frame having 15 members, 3 reaction components and 14 joints is

7
6
9
8

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Structural Analysis
Effects of shear force and axial force on plastic moment capacity of a structure are respectively to

increase and increase
decrease and decrease
decrease and increase
increase and decrease

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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)

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

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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

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

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