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Theory of Structures

Theory of Structures
Stress may be defined as

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

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Steel experiences tensile force
All of these
Brass experiences compressive force
Composite beam gets subjected to a couple

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Theory of Structures
At yield point of a test piece, the material

Regains its original shape on removal of the load
Obeys Hooke’s law
Behaves in an elastic manner
Undergoes plastic deformation

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Parabola
Straight line
Ellipse
Circle

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

3 /8
/16
2 /15
3 /16

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

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