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Structural Analysis

Structural Analysis
Degree of kinematic indeterminacy of a pin-jointed plane frame is given by

2j – r
j – 2r
2j + r
3j – r

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

3
5
4
6

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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
increase and decrease
decrease and decrease
decrease and increase

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Structural Analysis
If in a rigid-jointed space frame, (6m + r) < 6j, then the frame is

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

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

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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
-2 mm to +2 mm
-5 mm to +5 mm

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