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Theory of Structures

Theory of Structures
The stiffness of the close coil helical spring is

d4N/8D3n
8D3N/d4n
d4N/4D3n
4D3N/d4n

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/12h
ωl²/16h
ωl²/8h
ωl²/4h

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

All of these
Its number of coils will increase
It is subjected to pure bending
Its mean diameter will decrease

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

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

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

1.5
2.5
1.25
1

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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 load
Proof resilience
Proof stress
Stiffness

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