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Theory of Structures

Theory of Structures
Gradually applied static loads do not change with time their

Direction
All of these
Magnitude
Point of application

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

BD²/6
BD³/12
B²D/6
BD³/6

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The inner most fibre of the section
The outer most fibre of the section
The fibre everywhere
The neutral fibre of the section

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Theory of Structures
The assumption in the theory of bending of beams is:

Young’s modulus is same in tension as well as in compression
Material is homogeneous
Material is isotropic
All of these

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

Graphical method
Method of joints
All of these
Method of sections

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Theory of Structures
Total strain energy theory for the failure of a material at elastic limit, is known

St. Venant’s theory
Rankine’s theory
Guest’s or Trecas’ theory
Haig’s theory

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