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Theory of Structures

Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

3/2
4/3
4/7
2/3

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

Von Mises
St. Venant
Rankine
Guest or Trecas

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/4h
ωl²/12h
ωl²/16h
ωl²/8h

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Theory of Structures
constant, depth of a cantilever of length of uniform strength loaded with Keeping breadth uniformly distributed load varies from zero at the free end and

w l) at the fixed end
2w w l at the fixed end
3w l at the fixed end
l) at the fixed end

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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
In plastic analysis, the shape factor for rectangular section, is

1.7
1.6
1.5
1.4

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