https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/158562/ram-concrete-vs-frame-forces-for-columns-not-matching
I understand that the analysis methods are different between the two modules, however the difference in axial gravity dead loads between the two can be drastic in some cases. What is the primary reason for this in the program?
I knew it was something so simple. Thanks Seth!
Results from changing the beams at the Roof from Gravity to Lateral w/ pinned connections.