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Theory of Structures

Theory of Structures
For beams breadth is constant,

Depth d 3
Depth d
Depth d 1/M
Depth d M

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

2/3
1/4
1/2
1/3

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

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

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

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

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Theory of Structures
Stress may be expressed in Newtons

Per metre square (N/m2)
None of these
Per millimetre square (N/mm²)
Per centimetre square (N/cm²)

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

Guest or Trecas
St. Venant
Rankine
Von Mises

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