Mohr’s Circle Calculator
Plane-stress transformation — principal stresses, maximum shear and principal angle.
Equations
σavg = (σx+σy)/2 · R = √[((σx−σy)/2)² + τxy²] · σ1,2 = σavg ± R · τmax = R
Assumptions
Linear elastic plane stress. Use a consistent sign convention for shear.
