The following problems with the Torsional Analysis section of the log file have been corrected:

The program output information at the head of the torsional analysis section of the log file about flexible analysis even if it was not done because there are no seismic loads.
Flexible seismic design was still performed when it is not possible to do torsional analysis because of lack of shearwalls.
The explanation about Flexible Seismic appeared of context at the top of the file log file section on torsional analysis, not on every floor as it should.
The note for accidental eccentricity appeared for seismic even though it is about wind.
The line for wind loads showed the building dimension perp to force and says that the accidental eccentricity is 10D when there was no eccentricity