The interaction diagram will not necessarily be circular (RC circular column diagrams are not circular). You should be able to create the unfactored diagram based on trial and error using allowable stresses, say using Excel.
I didnt mean a "circular interaction" diagram. I meant interaction diagram for a "circular column". I need plastic moment and axial capacities at the 4-points mentioned in AISC'05.
The equations you seek are located on the companion CD to the 13th ed. manual. Look in design examples for Chapter I on this CD. The figure containing equations for the interaction points for filled circular columns is Figure I-1d.