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Theory of Structures

Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1.25
1.5
2.5
1

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Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL²/3EI
WL3/2EI
WL3/3EI
WL²/2EI

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

t compressive
6.25 t compressive
t tensile
8.75 t tensile

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

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

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

b³h/12
b²h/12
bh³/12
bh²/12

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

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

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