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Theory of Structures

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

Von Mises
Rankine
Guest or Trecas
St. Venant

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.30 to 1.40
1.20 to 1.30
1.40 to 1.50
1.10 to 1.20

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

All of these
Brass experiences compressive force
Steel experiences tensile force
Composite beam gets subjected to a couple

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Theory of Structures
A steel bar 5 m × 50 mm is loaded with 250,000 N. If the modulus of elasticity of the material is 0.2 MN/mm² and Poisson’s ratio is 0.25, the change in the volume of the bar is:

4.125 cm²
2.125 cm³
1.125 cm³
3.125 cm³

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

L/2
L
2 L
l

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

j = 3m – 2
m = 3j – 2
j = 2m – 3
m = 2j – 3

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