At a point in a bracket, the stresses on two mutually perpendicular planes are 120 N/mm² and 60 N/mm², both tensile. The shear stress across these planes is 30 N/mm². Find using the Mohr's stress circle i) Principal stresses at the point, ii) Maximum shear stress, and iii) resultant stress on a plane inclined at 60° to the axis of the major principal stress.