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Theory of Structures

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

All of these
Direction
Magnitude
Point of application

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Theory of Structures
A body is said to be in equilibrium if

None of these
It moves horizontally
It rotates about its C.G.
It moves vertically

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

All of these
Its number of coils will increase
Its mean diameter will decrease
It is subjected to pure bending

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Theory of Structures
parabolic arch of span and rise , is given by The equation of a

y = h/l² × (1 – x )
y = 3h/l² × (1 – x)
y = 4h/l² × (1 – x)
y = 2h/l² × (1 – x)

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Theory of Structures
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as

Determinate beams
Indeterminate beams
Compound beams
Composite beams

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

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