The state of stress at a point is given by: [ sigma_{x}=60 M P a, sigma_{mathrm{y}}=-30 M
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The state of stress at a point is given by:
\[ \sigma_{x}=60 M P a, \sigma_{\mathrm{y}}=-30 M P a, \tau_{\mathrm{xy}}=30 M p a(c c w) \]
Calculate
(a) principal stresses,
(b) principal planes,
(c) maximum shear stress, shown the orientation of principal planes and planes of maximum shear stress. Use Mohr's circle.
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