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Theory of Structures

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

Stiffness
Proof resilience
Proof stress
Proof load

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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
The stiffness of the close coil helical spring is

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

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Theory of Structures
A steel plate d × b is sandwiched rigidly between two timber joists each D × B/2 in section. The steel will be (where Young’s modulus of steel is m times that of the timber).

BD² + mbd²)/4D]
BD² + mbd²)/6D]
BD² + mbd³)/4D]
BD³ + mbd³)/6D]

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

2
1
1/4
1/2

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

1.34
1.5
2.34
2.5

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