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Theory of Structures

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

Proof stress
Proof load
Proof resilience
Stiffness

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Theory of Structures
The strain energy due to volumetric strain

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

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

2.5
1
1.25
1.5

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

WI²/12
WI/2
WI²/8
WI²/4

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4W²D3n²/d4N
4W²D3n/d4N
4W²Dn/d4N
4WD²n/d4N

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

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

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