When beams under high axial load is connected to the web of w columns, doublers may be needed for both the columns and beams at the connection.

RAM does not currently have a direct way to get the combined reaction from two tilt-up wall panels at a joint with a gap assignment. This makes it labor-intensive to design deep foundation elements such as piers/caissons which are commonly used at...

Add the ability for the user to add custom design notes or comments to a beam or column design in Ram Beam or Ram column.

The lateral braces in RAM currently can only be deleted by going to the elevation view of the lateral frame beam. This is a tedious task, if you are modifying the locations of multiple braces. It would be tremendously useful if the braces can be d...

It would be nice to have an option for Stainless Materials (304/304L, 316, and 316L mainly), especially bolts. But also include built-up stainless equivalent shapes and stainless weld wire. There is a new AISC Stainless code (AISC 313-21) out that...

There should be an option to automatically save the last two or three designed states or be able to ctrl z back to them. Could be saved as separate files, or just maintain the data internally. Preferrably would keep the data internal. I hate when ...

There should be a feature in RAM Connection settings where you can go in and define defaults to all the variables for the project and for the program in general. For example, if I am doing a project where I have a series of connections, and I kn...

Typically when printing out an output report for inclusion in a calculation package, I will also include a screenshot of the 3D connection detail view. It would be great if this feature was included by default, or at least an option, as part of th...

Currently there's an option to modify project info (name, description etc) however I've never been able to work out where that information actually gets displayed. It would be nice if the program had the ability to create a proper output report, t...

Ram Connections appears to recalculate everything for an entire connections as soon as a single parameter is changed (e.g., bolt size for left beam, gusset plate thickness for lower left brace, etc.). It would be more productive if Ram Connection ...