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Theory of Structures

Theory of Structures
A body is said to be in equilibrium if

None of these
It moves vertically
It moves horizontally
It rotates about its C.G.

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Theory of Structures
At yield point of a test piece, the material

Undergoes plastic deformation
Behaves in an elastic manner
Obeys Hooke’s law
Regains its original shape on removal of the load

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Poisson’s ratio
Plastic ratio
Hooke’s ratio
Yield ratio

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Parabola
Straight line
Ellipse
Circle

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Theory of Structures
In plastic analysis, the shape factor for a triangular section, is

1.34
2.34
1.5
2.5

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof resilience
Proof load
Stiffness
Proof stress

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