Add wind uplift load cases to RAM Frame.

Beginning in ASCE 7-22/IBC 2024, structural designs must consider tornado wind loads for essential facilities. The calculation of these loads and the associated load combinations should be added to RSS.

When a column is moved it only moves on one level which makes you chase down data check errors when columns are misaligned. When column locations change it would be nice to have the option to move it on all levels and not just the one selected.

In the steel beam module, allow a different size for the cantilever and backspan when modeled as "extensions".

I would like to check for tendon radius warnings without running the entire analysis. It seems like this could be checked when tendons are generated.

I know you can view deflections and node displacements, but I think it would be helpful to be able to specify limits and have the program display (in the member status) if any member exceeds the set deflection, or displacement limit assigned to th...

As some one who is colorblind the yellow of the warning design and green of the complete design are similar enough that I can't see them. Others in my office who are color blind have the same issue I have. It would be great if there was a feature ...

Please add the ability to generate load combinations and create custom load combinations in RAM Steel Beam and RAM Steel Column for the gravity loads. Updated codes and additional requirements (such as the need to incorporate FM Global datasheets)...

RAM Frame uses a single mesh size for the entire model - all walls and all floors. An appropriate maximum mesh size for a coupling beam might be as small as 6", but that is excessively small for the entire floor diaphragm. RAM should allow the use...

Ram connection has functions for define stiffener plates or channels on base plate, but in many cases it is required to design base plate with User defined Stiffeners. Users want to control stiffener size and number of stiffeners, also they want t...