OK Thomas, lets rock.
Lets do steel-engineering!
What about the beam connections?
Can you show a workflow with connections?
Dimension of the connection plates. Which bolts?
The most difficult part.
You use profiles which cant produced in the real world.
No rounding between flange/web ( in german: Ausrundung zwischen Flansch/Steg fehlt).
Why dont you use the boltsFC makro for profiles?
Working fast is one point, working correct is another.
To be clear: I like your work!
Can you post a fast workflow with all details?
My words sounds like rant.
This is not my intention.