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Theory of Structures

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

Graphical method
Method of joints
Method of sections
All of these

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

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

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

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

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Theory of Structures
The stiffness of the close coil helical spring is

4D3N/d4n
d4N/8D3n
8D3N/d4n
d4N/4D3n

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Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML/EI
ML²/2EI
ML²/3EI
ML/2EI

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Theory of Structures
A body is said to be in equilibrium if

It moves horizontally
None of these
It rotates about its C.G.
It moves vertically

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