The principal stresses, \(\sigma_1\) and \(\sigma_2\), are the maximum and minimum normal stresses at a point, occurring on planes with zero shear stress. On Mohr’s circle, these correspond to the two points where the circle intersects the horizontal (\(\sigma_n\)) axis. The maximum in-plane shear stress, \(\tau_{max}\), is equal to the radius of the circle, \(R\).
