The state of stress at a point is given by [ sigma_{x}=300 mathrm{MPa}, sigma_{mathrm{y}}=-200 mathrm{MPa}, tau_{x y}=100
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The state of stress at a point is given by
\[ \sigma_{x}=300 \mathrm{MPa}, \sigma_{\mathrm{y}}=-200 \mathrm{MPa}, \tau_{x y}=100 \mathrm{MPa}(\mathrm{cw}) \]
Draw the Mohr's circle and determine
(a) the principal stresses and principal planes,
(b) normal and shear stresses on a plane inclined at \(40^{\circ}\) with \(\sigma_{x}\).
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