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Theory of Structures

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

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

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Theory of Structures
A steel plate d × b is sandwiched rigidly between two timber joists each D × B/2 in section. The steel will be (where Young’s modulus of steel is m times that of the timber).

BD² + mbd³)/4D]
BD² + mbd²)/6D]
BD³ + mbd³)/6D]
BD² + mbd²)/4D]

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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

Ellipse
Straight line
Circle
Parabola

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Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

St. Venant
Von Mises
Rankine
Guest or Trecas

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

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

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Theory of Structures
The load on a spring per unit deflection, is called

Stiffness
Proof stress
Proof resilience
Proof load

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