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T he state of stress at a point on an element is shown in figure (a). The same state of stress is shown in another coordinate system in figure (b).

The components $(\tau _{xx},\tau_{yy},\tau _{xy})$  are given by

  1. $(p/\sqrt{2},-p/\sqrt{2},0)$
  2. $(0,0,p)$
  3. $(p,-p,p/\sqrt{2})$
  4. $(0,0,p/\sqrt{2})$

 

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