I would like to be able to model nonsymmetrical systems where baseplates are considered as pinned when in uplift and semi-rigid when in compression.This works well for symmetrical systems, but when the system is non-symmetrical, I have to make two...

It could be useful for companies like Spray Engineering, Cheema Boilers etc. Composite Connections are also in demand.

When generating the column design report, please don't make me click OK for every inadequate column. A summary of all inadequate columns or no warning at all would be sufficient.

I have few members of a structure frame that were oriented 90 degree using Beta Angle. However, this applied Beta Angle no more works in RAM connection when I try to design a connection in STAAD RAM connection.

It would be a time saver to not require reanalysis of the building for changing/adding a foundation element or their properties, by allowing modeling to be conducted in the foundation module.

Some reports are long and take a while to load. It would be nice to have the ability to terminate the report loading/printing process.

Add a Progressive Collapse Module to RAM SS

Add a feature to allow for varying report detail levels. Short, medium, and long very detailed reports.

Add Copy footing from one location to adjacent footing so that footing have the same geomerty and reinforcing.

ram standalone has reports, etc updated yet that is not available within Ram when you work directly within staad...why not? Current report formatting for Ram is awful