Hi Ivan,
Sye clearly mentioned in his answer that " If you have to define different set of inactive member specification for different load cases, you have to use the text editor ". So, Text Editor is the only way.
I presumed you would use DG 16 for a non-seismic case. For more on the differences see this: communities.bentley.com/.../9614.ram-connection-extended-end-plate-moment-connections-mep
But, as it stands, we only report the compression buckling of the column…
The problem is that our bolt databases were created with the idea of having them used with the corresponding standard/specification/code. Mixing one spec with another bolt database is problematic.
The longer explanation is that European codes like…