In a uniaxial state of stress, the resultant stress on a plane inclined at an angle (theta)
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In a uniaxial state of stress, the resultant stress on a plane inclined at an angle \(\theta\) is :
(a) \(\sigma \sin \theta\)
(b) \(\sigma \cos \theta\)
(c) \(0.5 \sigma \sin 2 \theta\)
(d) \(0.5 \sigma \cos 2 \theta\)
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