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Theory of Structures

Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Yield ratio
Plastic ratio
Hooke’s ratio
Poisson’s ratio

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Theory of Structures
A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

(L/3d)²
L/2d
(L/2d)²
L/d

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Theory of Structures
The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is

3.00 cm
4.25 cm
3.50 cm
2.75 cm

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Theory of Structures
A three hinged arch is generally hinged at its supports and

Anywhere in the rib
At the crown
At one quarter span
None of these

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

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

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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
4WD²n/d4N
4W²Dn/d4N

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