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Theory of Structures

Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

2 /15
3 /8
/16
3 /16

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

2
1
1/2
1/4

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

St. Venant
Rankine
Von Mises
Guest or Trecas

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Yield ratio
Hooke’s ratio
Poisson’s ratio
Plastic ratio

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The inner most fibre of the section
The fibre everywhere
The neutral fibre of the section
The outer most fibre of the section

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Stiffness
Proof load
Proof resilience
Proof stress

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