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Theory of Structures

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 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

w²a
wa/27
wa²
wa²/27

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Theory of Structures
A shaft subjected to a bending moment M and a torque T, experiences

Maximum shear stress = 16 T/πd³
Both A and B
Neither A nor B
Maximum bending stress = 32M/πd³

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

One end is fixed and other end is hinged
Both the ends are hinged
One end is fixed and other end is free
Both the ends are fixed

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Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.404
0.303
0.707
0.505

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

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

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