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Theory of Structures

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

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

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

Rankine
Von Mises
Guest or Trecas
St. Venant

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

Direction
All of these
Magnitude
Point of application

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Theory of Structures
Principal planes are subjected to

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

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

three parallel bars
Three bars intersecting at a point
Three bars
Two bars

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