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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

/16
3 /16
3 /8
2 /15

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

Proof resilience
Stiffness
Proof load
Proof stress

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Theory of Structures
parabolic arch of span and rise , is given by The equation of a

y = h/l² × (1 – x )
y = 3h/l² × (1 – x)
y = 2h/l² × (1 – x)
y = 4h/l² × (1 – x)

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

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

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Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

4/3
3/2
4/7
2/3

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

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

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