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Theory of Structures

Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof stress
Stiffness
Proof load
Proof resilience

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Theory of Structures
Flat spiral springs

Consist of uniform thin strips
All of these
Are wound by applying a torque
Consist of uniform thin strips

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Theory of Structures
The point of contraflexure is the point where

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

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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

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

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Theory of Structures
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

50/EIc
100/EIc
200/EIc
150/EIc

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Theory of Structures
a uniform circular bar of diameter d and length , which extends by an The deflection of amount under a tensile pull , when it carries the same load at its mid-span, is

e²l²/3d²
ee²l/3d²
el²/3d²
el/2d

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