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Theory of Structures

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

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

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

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa/27
w²a
wa²/27
wa²

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Theory of Structures
The strain energy due to volumetric strain

Is directly proportional to the volume
All of these
Is directly proportional to the square of exerted pressure
Is inversely proportional to Bulk modulus

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

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

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

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