1.3 Consider a sphere of radius R subjected to diametral compres (Fig. 1.35). Let o, σ, and σ, be the normal stresses and to. To and T shear stresses at a point. At point P(o, y, z) on the surface and lying in yz plane, determine the rectangular normal stress components σ, o, an in terms of the spherical stress components. [Ans. σ = 0; σ =σ cos² ; σ = o, sin y

1.3 Consider a sphere of radius R subjected to diametral compres (Fig. 1.35). Let o, σ, and σ, be the normal stresses and to. To and T shear stresses at a point. At point P(o, y, z) on the surface and lying in yz plane, determine the rectangular normal stress components σ, o, an in terms of the spherical stress components. [Ans. σ = 0; σ =σ cos² ; σ = o, sin y

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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you can provide handwritten solution also. At a point in a material under stress, the intensity of the resultant stress on a certain plane is 60 N/mm2 (tensile) inclined 30o to normal of that plane. The stress on a plane at right angle to this has a normal tensile component ofintensity 40 N/mm2.Using the Mohr’s circle calculate, resultant stress on the second plane, the principal planes and stress, plane of maximum shear and its intensity.
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