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Theory of Structures

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

B²D/6
BD³/12
BD²/6
BD³/6

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Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

5.5 mm
5.0 mm
4.5 mm
4.0 mm

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

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

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Theory of Structures
In plastic analysis, the shape factor for rectangular section, is

1.4
1.7
1.6
1.5

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Theory of Structures
Principal planes are subjected to

Tangential stresses only
Normal stresses only
Normal stresses as well as tangential stresses
None of these

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Theory of Structures
The vertical reaction for the arch is

wa/l
wl/a
wa²/2l
wa/2l

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