I would love to see expanded snow loading capabilities that let you apply different load distributions that are enveloped for design. Specifically for gable roof structures, ASCE 7 requires that you apply a "balanced" load (uniform across the whol...

Pretty self explanatory. Allow the user to convert a construction grid to a primary gird element. Grids are constantly changing throughout the design process due to requirements for columns to shift/etc. The tools for modifying primary grid system...

In RAM Frame Steel Standard Provisions, if I want a code check report and interaction colors on the screen, I have to run the code check twice. I would like to be able to generate the report and activate view/update with interaction colors with a ...

When concrete section cuts are deleted by the program due to geometry changes etc, a popup window notifies the user that this has been done. However, in at least one situation I recently discovered, this type of notification isn't present. And tha...

We need a way to access and edit nodal loads through data access. It is painful having to manually define and assign all the point loads through the modeler elevation view. Could we at least assign them in frame? Instead of assigning point loads t...

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...

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.

Allow for users to specify/override the Cp Leeward value in ASCE 7 wind generation to account for buildings built as additions to existing structures or allow for future additions to the current model. Current wind generation is unconservative in ...

Applying lateral line loads over beams or columns under Wind load case. Can we apply line loads over beams or columns under the Wind load case? Attached snip for ref. Since grid A is the outer face of the building we have a roof canopy beyond grid...

Add Copy footing from one location to adjacent footing so that footing have the same geomerty and reinforcing.