In a pure shear state of stress, where the shear stresses are \( \tau \), the coordinates of X and Y to draw the Mohr circle are: (A) \( \left.\mathrm{X} \epsilon_{x}, \tau\right), \mathrm{Y}\left(\sigma_{y}, \tau\right) \) (B) \( \mathrm{X}(\tau, 0), \mathrm{Y}(-\tau, 0) \) (C) \( \mathrm{X}(0, \tau), Y(0,-\tau) \) (D) \( \mathrm{X}(0,0), Y(\tau,-\tau) \)
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Extra Insights
In a pure shear state of stress, the stress components can be visualized using Mohr's Circle. The correct coordinates for the points on the Mohr Circle for pure shear would be along the shear axis, where the normal stress components are equal to zero. So, you would plot the points at \( \mathrm{X}(0, \tau) \) and \( \mathrm{Y}(0, -\tau) \) for the Mohr Circle representation. This understanding is critical in fields like materials science and mechanical engineering, where Mohr's Circle helps visualize complex stress states. By using this graphical method, engineers can easily determine principal stresses, maximum shear stresses, and the orientation of the material under load—crucial for designing structures that can withstand various forces without failure!
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