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Theory of Structures

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
2/7
4/7

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

2L
L/2
L
L

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

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

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Theory of Structures
Flat spiral springs

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

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

16
15
11
14

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Theory of Structures
The strain energy due to volumetric strain

Is directly proportional to the square of exerted pressure
Is directly proportional to the volume
Is inversely proportional to Bulk modulus
All of these

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