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Theory of Structures

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

Proof resilience
Proof load
Stiffness
Proof stress

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

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

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Theory of Structures
A three hinged arch is generally hinged at its supports and

None of these
At the crown
At one quarter span
Anywhere in the rib

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Length of the shaft
Angle of twist
Radius of the shaft
Modulus of rigidity

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

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Theory of Structures
The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is

3.50 cm
2.75 cm
3.00 cm
4.25 cm

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