The maximum shear stress is,

This could be either positive or negative due to the square root. Angle that the max shear stress acts at is,

2θτ-max = 27.79o (or -152.21 )
θp = 13.90o
τmax = 4.182 ksi @ 13.90o
It is interesting to note, the new normal stresses are,
σx' = σy' = (σx+ σy)/2 = 8.15 ksi |