The state of 2D stress at a point is given by a matrix The maximum shear stress is
[σxxτxyτyxσyy]=[120808040]MPa
σ1/2=σx+σy2±√(σx−σy2)2+τ2xy
=120+402±√(120−402)2+802
=80±89.44MPa
⇒σ1=169.44MPa
and σ2=−9.44MPa
∴τmax=σ1−σ22=169.44−(−9.44)2=89.44MPa