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...

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...

There seems to be a fundamental problem with lateral drift for wind in RAM Frame. Currently, accounting for lateral drift in accordance with ASCE 7, Appendix CC "Serviceability Considerations" requires some juggling. To follow this procedure, one ...

In Ram concrete columns, there is often an error in the design of the columns which is due to the spacing of shear links whereas it is impossible to change the spacing manually, thus making all the columns design failing due to a shear links spaci...

I'm completing a column design in RAM Structural System and need to update a number of columns. However, it seems like the clickable area for a column to select it is incredibly small. I have to try to select the column multiple times (which takes...

The most recent developer's guide is from 2017, so I was wondering if we could get an updated document? I know that at the very least joist stuff has been added since then. And along those lines, I'd love to be able to pull joist self-weight direc...

Add Fixed end beams to the gravity beams for design.

Wind loads tributary to "ground" are not applied even if there are stories below ground. Please add an option to allow the user to apply these currently neglected loads to the structure.

In the Analysis -> Load Combinations we are able to view a member force envelope for the Max or Min, but not the absolute value for worst case loading. When looking at a braced frame elevation with brace axial loads, in order to determine the a...

Currently you can only export the end reactions to a report. It would be beneficial to be able to export the reactions at ever node (specifically to a text file) a long the wall for foundation design.