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Theory of Structures

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
2
1

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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
2 : 1½ : 1
None of these
1 : 1½ : 2

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

Both the ends are fixed
One end is fixed and other end is hinged
Both the ends are hinged
One end is fixed and other end is free

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

1/2
1
1/4
2

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Theory of Structures
The vertical reaction for the arch is

wa/l
wa²/2l
wa/2l
wl/a

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