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Theory of Structures

Theory of Structures
The vertical reaction for the arch is

wa²/2l
wa/l
wl/a
wa/2l

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

Point of application
All of these
Direction
Magnitude

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

Guest or Trecas
St. Venant
Rankine
Von Mises

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Proof resilience
Proof load
Proof stress
Stiffness

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Theory of Structures
The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

3
1.5
1
2

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Theory of Structures
There are two hinged semicircular arches A, B and C of radii 5 m, 7.5 m and 10 m respectively and each carries a concentrated load W at their crowns. The horizontal thrust at their supports will be in the ratio of

1 : 1 : 2
None of these
2 : 1½ : 1
1 : 1½ : 2

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