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Theory of Structures

Theory of Structures
A three hinged arch is generally hinged at its supports and

Anywhere in the rib
At one quarter span
At the crown
None of these

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Theory of Structures
Principal planes are subjected to

Normal stresses only
Normal stresses as well as tangential stresses
None of these
Tangential stresses only

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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

2/7
4/7
3/7
1/7

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Theory of Structures
Flat spiral springs

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

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Theory of Structures
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following:

Q = S × F
Q = S + F
Q = S – F
Q = F – S

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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
Stiffness
Proof stress
Proof load

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