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Theory of Structures

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
1
2
1½

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Circle
Ellipse
Parabola
Straight line

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

Guest or Trecas
Von Mises
Rankine
St. Venant

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

3 /16
3 /8
2 /15
/16

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Theory of Structures
constant, depth of a cantilever of length of uniform strength loaded with Keeping breadth uniformly distributed load varies from zero at the free end and

l) at the fixed end
3w l at the fixed end
w l) at the fixed end
2w w l at the fixed end

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Theory of Structures
Stress may be expressed in Newtons

Per millimetre square (N/mm²)
Per metre square (N/m2)
Per centimetre square (N/cm²)
None of these

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