Answer:
The correct answer is A : Orientation dependence of normal and shear stresses at a point in mechanical members
Step-by-step explanation:
Since we know that in a general element of any loaded object the normal and shearing stresses vary in the whole body which can be mathematically represented as
![\sigma _(x'x')=(\sigma _(xx)+\sigma _(yy))/(2)+(\sigma _(xx)-\sigma _(yy))/(2)cos(2\theta )+\tau _(xy)sin(2\theta )](https://img.qammunity.org/2020/formulas/engineering/college/at2574zpaaxe6gg6hib3cqf7owgmc8bx5s.png)
And
![\tau _(x'x')=-(\sigma _(xx)-\sigma _(yy))/(2)sin(2\theta )+\tau _(xy)cos(2\theta )](https://img.qammunity.org/2020/formulas/engineering/college/5hyd5amnq6wdxnbxhyhcninzg3fjmwjb1v.png)
Mohr's circle is the graphical representation of the variation represented by the above 2 formulae in the general oriented element of a body that is under stresses.
The Mohr circle is graphically displayed in the attached figure.