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...

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.

See attached files.

Below is a list of thoughts about lateral point(nodal)/line loads. Incorporating any of the below ideas would be helpful. 1. Allow the user to apply lateral line loads as well as lateral point(nodal) loads. 2. Allow the user to apply lateral point...

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

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 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.

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