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Theory of Structures

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

1/16
1/12
1/8
1/10

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Theory of Structures
The vertical reaction for the arch is

wl/a
wa²/2l
wa/l
wa/2l

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Theory of Structures
A body is said to be in equilibrium if

It moves vertically
None of these
It rotates about its C.G.
It moves horizontally

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4W²D3n²/d4N
4W²D3n/d4N
4W²Dn/d4N
4WD²n/d4N

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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

1
2
1.5
3

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Theory of Structures
Total strain energy theory for the failure of a material at elastic limit, is known

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

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