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Theory of Structures

Theory of Structures
The forces in the members of simple trusses, may be analysed by

Method of sections
Graphical method
All of these
Method of joints

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

Both the ends are hinged
One end is fixed and other end is hinged
Both the ends are fixed
One end is fixed and other end is free

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Proof stress
Stiffness
Proof resilience
Proof load

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1
1.25
2.5
1.5

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Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

5.5 mm
5.0 mm
4.5 mm
4.0 mm

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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:

3.125 cm³
1.125 cm³
2.125 cm³
4.125 cm²

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