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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 load
Proof stress

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Theory of Structures
A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflections of the beams A and B, will be

8/5
2/3
5/8
3/2

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

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Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Straight line
Circle
Ellipse
Parabola

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

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

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Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

4/7
3/2
4/3
2/3

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