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Theory of Structures

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

Von Mises
Rankine
Guest or Trecas
St. Venant

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

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

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

1.5
1.34
2.34
2.5

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

6.25 t compressive
t compressive
t tensile
8.75 t tensile

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Theory of Structures
The vertical reaction for the arch is

wa/2l
wa/l
wl/a
wa²/2l

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

j = 2m – 3
j = 3m – 2
m = 3j – 2
m = 2j – 3

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