A plane stressed clement is subjected to the state of stress given by \[{{\sigma }_{x}}={{\tau }_{xy}}=10\,\text{kgf/c}{{\text{m}}^{\text{2}}}\] and \[{{\sigma }_{x}}=0.\] Maximum shear stress in the element is equal to:

\[150\,\text{kgf/c}{{\text{m}}^{\text{2}}}\]

\[50\sqrt{3}\,\text{kgf}\,\,\text{c}{{\text{m}}^{\text{2}}}\]

\[100\,\text{kgf/c}{{\text{m}}^{\text{2}}}\]

\[50\sqrt{5}\,\text{kgf/c}{{\text{m}}^{\text{2}}}\]

A plane stressed clement is subjected to the state of stress given by

1.	A plane stressed clement is subjected to the state of stress given by \[{{\sigma }_{x}}={{\tau }_{xy}}=10\,\text{kgf/c}{{\text{m}}^{\text{2}}}\] and \[{{\sigma }_{x}}=0.\] Maximum shear stress in the element is equal to:
A.	\[50\sqrt{3}\,\text{kgf}\,\,\text{c}{{\text{m}}^{\text{2}}}\]
B.	\[100\,\text{kgf/c}{{\text{m}}^{\text{2}}}\]
C.	\[50\sqrt{5}\,\text{kgf/c}{{\text{m}}^{\text{2}}}\]
D.	\[150\,\text{kgf/c}{{\text{m}}^{\text{2}}}\]
Answer» D. \[150\,\text{kgf/c}{{\text{m}}^{\text{2}}}\]

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A plane stressed clement is subjected to the state of stress given by \[{{\sigma }_{x}}={{\tau }_{xy}}=10\,\text{kgf/c}{{\text{m}}^{\text{2}}}\] and \[{{\sigma }_{x}}=0.\] Maximum shear stress in the element is equal to:

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