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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/4
L/3
L/2

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Theory of Structures
Stress may be defined as

Force per unit volume
Force per unit length
Force per unit area
None of these

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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
1/10
1/12
1/16

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

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

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

Haig's theory
Rankine's theory
St. Venant's theory
Guest's or Trecas' theory

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1/4
2
1
1/2

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