Currently RAM Frame only applies pseudo-diaphragm loads to beam/column frame lines that include columns and the loads are subdivided based on the column tributary areas, not the beams. However, in many cases, collectors need to be detailed for var...

Please revise shear wall module to not automatically delete sections cuts, groups, wall reinforcing, etc. when I change f'c, wall stiffness modifiers, or thicknesses.

Provide an option to connect elements for one level to the adjacent level other than columns

Add a Progressive Collapse Module to RAM SS

Add torsional design to concrete columns to meet ACI requirements for seismic design.

When modeling braced frames on structures with sloping roofs, you are forced to model the diaphragm at one level without slope for proper lateral load application; this causes the brace geometry to be wrong. It would be nice to be able to model th...

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.

Please add selection set presets for groups of load cases in the analyze dialogue in RAM Frame. I always have at least groups of load combos for strength and groups for deflection, and sometimes have groups for modal analysis. It would be great to...

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 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...