I have some questions about the wind loads in RAMSS that I hope you can help me with
Can we model line loads or distributed loads that have a wind or seismic type on the members ?
If I created a user defined load case how can I give it a type of wind or seismic ?
While generating wind loads in RAMSS ,it only applies external wind pressures and only for the windward and leeward walls? but it does not apply ant internal pressures and any external pressure on the side walls or the roof ?