The principle stresses at a point in a strained material are 'pı' and 'P2'. The resultant stress ‘p, ' on the plane carr
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The principle stresses at a point in a strained material are 'pı' and 'P2'. The resultant stress ‘p, ' on the plane carr
The principle stresses at a point in a strained material are 'pı' and 'P2'. The resultant stress ‘p, ' on the plane carrying the maximum shear stress would be
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