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Theory of Structures

Theory of Structures
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/4
L/3
L/2
L/5

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Theory of Structures
Gradually applied static loads do not change with time their

Magnitude
All of these
Point of application
Direction

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Theory of Structures
Stress may be defined as

Force per unit length
Force per unit volume
Force per unit area
None of these

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

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

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1
1/4
2
1/2

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

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

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