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Theory of Structures

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

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

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Theory of Structures
For calculating the allowable stress of long columns σ0 = σy/n [1 - a (1/r)²]is the empirical formula, known as

Straight line formula
Rankine
Perry
Parabolic formula

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

Von Mises' theory
St. Venant's theory
Guest's or Trecas' theory
Rankine's theory

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Shear Modulus
Modulus of Elasticity
Modulus of Rigidity
Both A. and B.

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Theory of Structures
For determining the support reactions at A and B of a three hinged arch, points B and Care joined and produced to intersect the load line at D and a line parallel to the load line through A at D’. Distances AD, DD’ and AD’ when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B is

45°
30°
60°
90°

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Theory of Structures
The strain energy due to volumetric strain

Is inversely proportional to Bulk modulus
Is directly proportional to the volume
All of these
Is directly proportional to the square of exerted pressure

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