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Theory of Structures

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

15
16
11
14

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

3F/2A
2F/3A
F/A
F/2A

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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
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:

2.125 cm³
1.125 cm³
4.125 cm²
3.125 cm³

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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

Ellipse
Parabola
Straight line
Circle

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Theory of Structures
Total strain energy theory for the failure of a material at elastic limit, is known

Rankine’s theory
Haig’s theory
St. Venant’s theory
Guest’s or Trecas’ theory

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