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Theory of Structures

Theory of Structures
In plastic analysis, the shape factor for a circular section, is

1.2
1.3
1.7
1.5

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

2.5
1.25
1
1.5

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

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

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Theory of Structures
A steel plate d × b is sandwiched rigidly between two timber joists each D × B/2 in section. The steel will be (where Young’s modulus of steel is m times that of the timber).

BD² + mbd³)/4D]
BD³ + mbd³)/6D]
BD² + mbd²)/4D]
BD² + mbd²)/6D]

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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

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

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Theory of Structures
At yield point of a test piece, the material

Behaves in an elastic manner
Regains its original shape on removal of the load
Obeys Hooke’s law
Undergoes plastic deformation

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