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Theory of Structures

Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof resilience
Proof load
Proof stress
Stiffness

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Theory of Structures
For the close coil helical spring of the maximum deflection is

WD3n/d4N
2WD3n/d4N
8WD3n/d4N
4W²D3n/d4N

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

3 /16
/16
2 /15
3 /8

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

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

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Theory of Structures
A shaft rotating N.R.M. under a torque T, transmits a power

/30 Newton metres/min
/60 Newton metres/min
/60 Newton metres/sec
/30 Newton metres/sec

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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 = F – S
Q = S – F
Q = S + F

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