The three-dimension state of stress at a point is given by

\(\left[ \sigma \right] = \left[ {\begin{array}{*{20}{c}} {30}&{10}&{ - 10}\\ {10}&0&{20}\\ { - 10}&{20}&0 \end{array}} \right]MPa\)

The shear stress on the x-face in y-direction at the same point is then equal to

1
Zero MN/m2
2
-10 MN/m2
3
10 MN/m2
4
20 MN/m2

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