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...

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.

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 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...

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 are increasingly being asked to assess options on the basis of carbon intensity. It would save many engineers lots of time if RAM SS & RAM Concept had the capability of calculating embodied carbon. It is a very simple addition - it could be...