I have modeled a 1-way PT slab and beam system starting with RSS and importing into Concept. At the lowest level I have several columns that need to jog. The audits on the strips at those locations produce a couple sections with errors that suggest removing 100% of the PT but adjacent sections may tell me to increase the amount of PT by a more reasonable percent.
Is that a function of the forces induced by the column jog, or am I missing something?
I have uploaded my file with the post URL. When opening uncheck all of the import options from RSS as I have made some geometry and load modifications to the model that would be overwritten.