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Theory of Structures

Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

4.0 mm
5.5 mm
4.5 mm
5.0 mm

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Theory of Structures
Flat spiral springs

Consist of uniform thin strips
Are wound by applying a torque
Consist of uniform thin strips
All of these

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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

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

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

Its mean diameter will decrease
All of these
Its number of coils will increase
It is subjected to pure bending

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Theory of Structures
a uniform circular bar of diameter d and length , which extends by an The deflection of amount under a tensile pull , when it carries the same load at its mid-span, is

ee²l/3d²
el²/3d²
e²l²/3d²
el/2d

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Theory of Structures
Maximum principal stress theory for the failure of a material at elastic point, is known

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

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