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Theory of Structures

Theory of Structures
The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is

2/7
1/7
3/7
4/7

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

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

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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:

4.5 mm
5.0 mm
5.5 mm
4.0 mm

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

1.5
1.34
2.5
2.34

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Theory of Structures
The stiffness of the close coil helical spring is

d4N/8D3n
4D3N/d4n
8D3N/d4n
d4N/4D3n

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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

Straight line
Ellipse
Parabola
Circle

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