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Theory of Structures

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

2.34
2.5
1.34
1.5

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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
Circle
Ellipse
Parabola

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

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

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Brass experiences compressive force
Steel experiences tensile force
All of these
Composite beam gets subjected to a couple

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Theory of Structures
In case of principal axes of a section

Product of moment of inertia is zero
Sum of moment of inertia is zero
None of these
Difference of moment inertia is zero

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Theory of Structures
At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by

Maximum tensile stress at the section
Depth of the neutral axis
Depth of the section
Maximum compressive stress at the section

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