As far as I am aware, RSS does not track the load transfer when a wall is sitting on a one-way deck without a supporting beam or wall directly below. The loads from the wall above the deck is "lost". My firm does a lot of multi-family construction...

Currently, if the user sets up wall designs in Ram Concrete Wall, updating the cracked factor in RAM Modeler deletes all Concrete Wall groups/section cuts/rebar assignments/etc stating that "the geometry of the wall was updated." This gets extreme...

Allow match properties in the RAM Modeler. For example, if I have a bunch of concrete walls and I want them to have the same material properties as an existing wall in my model, I'd like a way to match the properties to the existing wall.

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...

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

In RAM Modeler, the Layout>Slab>Slab Penetration Layout dialog box is not adjustable - it would be beneficial to be able to make this view different sizes when you work on a project with a large amount of slab penetrations. For example the a...

There is only an option of inserting cantilever length or provide X or Y intercept for beam extension. It would be useful to have an option of selecting an end point like stubs.

RAM wind load currently gets applied taking the trib height as half the difference between the two levels. It would be tremendously useful if there was an option to modify the trib height, thereby playing with full height or partial height exposur...

RAM concrete ignores out-of-plane shear stress less than 0.000050 ksi. Allow us to increase this threshold or ignore it entirely. I'm still getting walls flagged for 0.2 kips of out-of-plane shear in a 10' wide by 26" thick wall.

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...