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Theory of Structures

Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1.5
2.5
1
1.25

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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 load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

5.0 mm
4.0 mm
5.5 mm
4.5 mm

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Theory of Structures
The point of contraflexure is the point where

M. is minimum
M. is maximum
M. changes sign
S.F. is zero

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

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

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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

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

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