I would like to calculate a hall frame with loads from a crane runway. It is not quite clear to me what the various action categories denote. Can you explain it to me?
In FOUNDATION Pro, I get extremely large foundations of my structure or I have to enter a very high loading to satisfy the design of the highly eccentric loading in the core. What can be the reason?
Why is the load value displayed in the online service "Geo-Zone Tool: Snow Load, Wind Speed, and Seismic Load Maps" different from the value in the corresponding standard in some cases?