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Theory of Structures

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
The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is

3/7
1/7
4/7
2/7

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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

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

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Theory of Structures
Stress may be defined as

Force per unit area
Force per unit volume
None of these
Force per unit length

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

Stiffness
Proof stress
Proof resilience
Proof load

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

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

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