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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

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

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Theory of Structures
Stress may be expressed in Newtons

Per metre square (N/m2)
Per centimetre square (N/cm²)
None of these
Per millimetre square (N/mm²)

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Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Straight line
Circle
Parabola
Ellipse

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Theory of Structures
Total strain energy theory for the failure of a material at 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 strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Proof load
Stiffness
Proof stress
Proof resilience

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

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