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Theory of Structures

Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

L
2L
L/2
S

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Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

St. Venant
Von Mises
Guest or Trecas
Rankine

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

Proof load
Proof stress
Stiffness
Proof resilience

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Theory of Structures
A material is said to be perfectly elastic if

It regains its original shape on removal of the load
It regains its original shape partially on removal of the load
It does not regain its original shape at all
None of these

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Theory of Structures
Gradually applied static loads do not change with time their

Point of application
All of these
Magnitude
Direction

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Theory of Structures
Pick up the incorrect statement from the following: The torsional resistance of a shaft is directly proportional to

Angle of twist
Modulus of rigidity
Moment of inertia of the shaft section
Reciprocal of the length of the shaft

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