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Theory of Structures

Theory of Structures
The point of contraflexure is the point where

M. is minimum
M. changes sign
M. is maximum
S.F. is zero

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

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

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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
At one quarter span
None of these

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/12
1/16
1/10
1/8

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Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML²/3EI
ML²/2EI
ML/EI
ML/2EI

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Theory of Structures
For beams breadth is constant,

Depth d 1/M
Depth d
Depth d 3
Depth d M

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