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Version 8.1 of the program (Feb 2009), started showing the M = Pe value in the column moment diagram, but did not remove the messages and warnings describing this condition that appeared when printing analysis results.
The words (excludes M = Pe) appeared as a note in the analysis diagram and the words (shear and bending due to side loads only) appeared in the head of the AXIAL, SHEAR, and BENDING Values table of the Analysis results report.
These messages appeared in all diagrams and results, regardless of whether there as an eccentric axial load, and despite the fact the bending diagram and table now include the moment from an axial load when there is one. They have now been removed.