The three-dimensional state of stress at a point is given by [σ]=⎡⎢⎣3010−1010020−10200⎤⎥⎦MN/m2
The shear stress on the x-face in y-direction at the same point is then equal to
A
zero MN/m2
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B
-10MN/m2
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C
10 MN/m2
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D
20 MN/m2
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Solution
The correct option is C 10 MN/m2 [σ]=⎡⎢⎣3010−1010020−10200⎤⎥⎦
[σ]=⎡⎢⎣σxτxyτxzτyxσyτyzτzxτzyσz⎤⎥⎦
Shear stress on the x-face in y-direction is represented by τxy, Hence on comparing above two matrices τxy=10MN/m2