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Theory of Structures

Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

L/2
L
2 L
l

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

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

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

½
1½
2
1

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

All of these
Method of joints
Method of sections
Graphical method

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Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

3
2
4
1

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Theory of Structures
The strain energy due to volumetric strain

Is directly proportional to the square of exerted pressure
Is inversely proportional to Bulk modulus
Is directly proportional to the volume
All of these

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