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Theory of Structures

Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI²/12
WI²/4
WI/2
WI²/8

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

F/2A
F/A
2F/3A
3F/2A

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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
All of these
Is directly proportional to the volume

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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
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

5.5 mm
5.0 mm
4.5 mm
4.0 mm

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Proof stress
Proof resilience
Proof load
Stiffness

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