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Theory of Structures

Theory of Structures
The load on a spring per unit deflection, is called

Proof stress
Proof load
Proof resilience
Stiffness

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Theory of Structures
A shaft rotating N.R.M. under a torque T, transmits a power

/60 Newton metres/sec
/30 Newton metres/min
/60 Newton metres/min
/30 Newton metres/sec

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Radius of the shaft
Modulus of rigidity
Angle of twist
Length of the shaft

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Theory of Structures
The point of contraflexure is the point where

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

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The outer most fibre of the section
The inner most fibre of the section
The neutral fibre of the section
The fibre everywhere

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Theory of Structures
A three hinged arch is generally hinged at its supports and

Anywhere in the rib
None of these
At the crown
At one quarter span

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