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Theory of Structures

Theory of Structures
The point of contraflexure is the point where

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

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Modulus of Rigidity
Shear Modulus
Modulus of Elasticity
Both A. and B.

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Theory of Structures
Principal planes are subjected to

None of these
Normal stresses only
Tangential stresses only
Normal stresses as well as tangential stresses

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

S
L/2
L
2L

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Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

3
2
4
1

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Poisson’s ratio
Plastic ratio
Yield ratio
Hooke’s ratio

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