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Theory of Structures

Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

3F/2A
2F/3A
F/A
F/2A

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Theory of Structures
The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

1
2
1.5
3

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

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

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Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Rankine
St. Venant
Von Mises
Guest or Trecas

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Theory of Structures
In the truss, the force in the member AC is

6.25 t compressive
t tensile
t compressive
8.75 t tensile

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Theory of Structures
The load on a spring per unit deflection, is called

Proof load
Proof resilience
Proof stress
Stiffness

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