Currently when the user exports data to CSV, it's basically a text version of the pdf data output. The organization of data is difficult to post-process because the data has page headers based on load cases and combinations (among other items). At...

Please add a feature to design integrity reinforcement as per AS3600:2018.

When the bottom of the Column is a foundation and user elects to use Col forces from RAM Concept whereby no Concept forces/moments and therefore RSS will use RAM Conc Analysis(for Col bottom forces and those moments are always negative), for a lac...

It would be nice to be able to see the wind pressures on the 3D view of the building.

Add a Tapered Column and Beam design options to all of RAM SS modules

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...

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 don't need multiple design warnings for the same condition. For example, I have an out-of-plane shear strength warning for one of my segments. I have 26 warnings (associated with 26 combinations) for the same condition. The "worst" one listed in...

In the current project I am working on, I need to design steel supports for the pipework. In some cases there are torsional moments and their effects on base plate have to be addressed. At the moment, Base Plate design in RAM Connection does not i...