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Theory of Structures

Theory of Structures
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/5
L/2
L/3
L/4

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Theory of Structures
Maximum principal stress theory for the failure of a material at elastic point, is known

Rankine's theory
Von Mises' theory
St. Venant's theory
Guest's or Trecas' theory

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

Direction
Magnitude
Point of application
All of these

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Theory of Structures
At yield point of a test piece, the material

Behaves in an elastic manner
Obeys Hooke’s law
Undergoes plastic deformation
Regains its original shape on removal of the load

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

l
L/2
L
2 L

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Theory of Structures
In plastic analysis, the shape factor for rectangular section, is

1.6
1.4
1.7
1.5

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