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Theory of Structures

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

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

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The outer most fibre of the section
The inner most fibre of the section
The neutral fibre of the section
The fibre everywhere

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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 resilience
Proof stress
Proof load
Stiffness

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

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

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

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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

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

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