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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 resilience
Proof load
Stiffness
Proof stress

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

1/3
2/3
1/2
1/4

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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

ee²l/3d²
e²l²/3d²
el²/3d²
el/2d

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Theory of Structures
The point of contraflexure is the point where

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

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Theory of Structures
constant, depth of a cantilever of length of uniform strength loaded with Keeping breadth uniformly distributed load varies from zero at the free end and

3w l at the fixed end
w l) at the fixed end
2w w l at the fixed end
l) at the fixed end

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

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