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Theory of Structures

Theory of Structures
In case of a simply supported I-section beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/2
L/5
L/4
L/3

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

1½
1
2
½

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

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Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

2L
L/2
L
S

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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

Parabola
Circle
Straight line
Ellipse

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

Magnitude
Direction
Point of application
All of these

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