Correct Answer - Option 3 : There is not shear stress but identical direct stresses in two mutually perpendicular directions
Concept:
The radius of mohr’s circle is, \({\tau _{max}} = \sqrt {{{\left( {\frac{{{\sigma _x} - {\sigma _y}}}{2}} \right)}^2} + {{\left( {{\tau _{xy}}} \right)}^2}} \)
Calculation:
Given that,
Radius of mohr circle is zero, \({\tau _{max}} = 0\;\) when and only when
-
\({\sigma _x} = {\sigma _y}\)
- \({\tau _{xy}} = 0\)
Putting above values in below equation,
\({\tau _{max}} = \sqrt {{{\left( {\frac{{{\sigma _x} - {\sigma _y}}}{2}} \right)}^2} + {{\left( {{\tau _{xy}}} \right)}^2}} = 0\)
So, there is no shear stress but
identical direct stresses in two mutually perpendicular directions.