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Theory of Structures

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
Circle
Parabola
Ellipse

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Theory of Structures
Principal planes are subjected to

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

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

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

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

One end is fixed and other end is hinged
Both the ends are fixed
Both the ends are hinged
One end is fixed and other end is free

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

Point of application
All of these
Direction
Magnitude

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

1.5
1.4
1.6
1.7

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