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Theory of Structures

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

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

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

½
2
1
1½

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Theory of Structures
The strain energy due to volumetric strain

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

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Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML²/3EI
ML/2EI
ML²/2EI
ML/EI

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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
A steel rod of sectional area 250 sq. mm connects two parallel walls 5 m apart. The nuts at the ends were tightened when the rod was heated to 100°C. If steel = 0.000012/C°, Esteel = 0.2 MN/mm², the tensile force developed at a temperature of 50°C, is

100 N/mm 2
150 N/mm²
120 N/mm²
80 N/mm²

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