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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 resilience
Stiffness
Proof stress
Proof load

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

11
15
16
14

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

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

1.34
1.5
2.5
2.34

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Theory of Structures
The point of contraflexure is the point where

M. changes sign
S.F. is zero
M. is minimum
M. is maximum

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/16
1/12
1/10
1/8

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