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Theory of Structures

Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof resilience
Proof load
Proof stress
Stiffness

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Theory of Structures
A material is said to be perfectly elastic if

None of these
It regains its original shape partially on removal of the load
It does not regain its original shape at all
It regains its original shape on removal of the load

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

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

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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

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

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Theory of Structures
Stress may be defined as

Force per unit length
Force per unit volume
Force per unit area
None of these

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Theory of Structures
A steel rod of sectional area 250 sq. mm connects two parallel walls 5 m apart. The nuts at the ends were tightened when the rod was heated to 100°C. If steel = 0.000012/C°, Esteel = 0.2 MN/mm², the tensile force developed at a temperature of 50°C, is

120 N/mm²
80 N/mm²
150 N/mm²
100 N/mm 2

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