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Theory of Structures

Theory of Structures
Stress may be defined as

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

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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

Circle
Parabola
Straight line
Ellipse

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Theory of Structures
A lift of weight W is lifted by a rope with an acceleration f. If the area of cross-section of the rope is A, the stress in the rope is

(1 – g/f)/A
[W (2 + f/G)]/A
[W (2 + g/f)]/A
[W (1 + f/ G)]/ A

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Theory of Structures
A steel bar 5 m × 50 mm is loaded with 250,000 N. If the modulus of elasticity of the material is 0.2 MN/mm² and Poisson’s ratio is 0.25, the change in the volume of the bar is:

4.125 cm²
1.125 cm³
2.125 cm³
3.125 cm³

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

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Theory of Structures
Flat spiral springs

Are wound by applying a torque
Consist of uniform thin strips
Consist of uniform thin strips
All of these

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