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Theory of Structures

Theory of Structures
Stress may be defined as

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

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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
Circle
Ellipse

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

Graphical method
Method of sections
All of these
Method of joints

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Theory of Structures
A steel bar 5 m × 50 mm is loaded with 250,000 N. If the modulus of elasticity of the material is 0.2 MN/mm² and Poisson’s ratio is 0.25, the change in the volume of the bar is:

1.125 cm³
2.125 cm³
4.125 cm²
3.125 cm³

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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
Circle
Parabola
Straight line

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

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

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