For the state of stress shown in the figure, the maximum and minimum principal stresses (taking tensile stress + and compressive stress as -) will be
σx=90MPa,
σy=−30MPa,
τxy=25MPa
∴ Principal stress,
σ1/σ2=σx+σy2±√(σx−σy2)2+τ2xy
=30±√602+252
=95 and−35MPa