We generally require a different minimum % composite for beams as opposed to girders. It would be beneficial to apply member specific rules, similar to how different deflection criteria is applied.

Many times I will change one load, for example a seismic load which is palced at the Ridge. Then I have to reanalyze and redesign the entire model, every load case. There should be a way to analyze only the affected load cases and redesign only th...

It would be very useful to be able to calculate the deflection of fixed-end composite beams in RAM Beam.

Please add an option in RAM Modeler > Layout > Foundations > Mat > Geometry to "Change Polygon". Currently, the only option is to "Modify Coordinates". It would be much faster to have a GUI that lets users snap to grid or construction ...

I am wondering if there has been any progress on implementing 50% unbalanced snow loads for cantilevers. In a forum post from 2020, Seth Guthrie said that it was on the backlog ( https://communities.bentley.com/products/ram-staad/f/ram-staad-forum...

Provide triangular bearing pressure results in either the report or on the diagrams page. Provide triangular load distribution in the Home page for earth pressure lateral loads.

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

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.

I would like a button that would clear ALL loads in ALL load cases from the selected nodes