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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 locus of reaction of a two hinged semi-circular arch, is

Straight line
Circle
Hyperbola
Parabola

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

Its mean diameter will decrease
All of these
Its number of coils will increase
It is subjected to pure bending

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Theory of Structures
Pick up the incorrect statement from the following: The torsional resistance of a shaft is directly proportional to

Moment of inertia of the shaft section
Angle of twist
Modulus of rigidity
Reciprocal of the length of the shaft

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

H = 0
All of these
M = 0
V = 0

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Theory of Structures
A body is said to be in equilibrium if

None of these
It rotates about its C.G.
It moves horizontally
It moves vertically

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