Hi Karl, I hope this message finds you well, can we have an option to see the wall reaction in kN/m instead of just kN?

Currently, there is no way to design a gusset base plate connection if the column base has braces coming into it from 2 different planes. You can't even assign 2 separate connections, one for each plane, like you can at CBB joints.

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.

Provide a features similar to RAM SS for the auto application of Lateral loads within RAM Elements

99% of the details I have seen for vertical x-bracing shows one member continuous. I design a lot of connections for a steel fabricator and I am always required to perform a hand calc or 2 ram connection calcs with one being the horizontal X-brace...

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...

I am designing a Column-Gusset-Base Plate Connection for a Steel Specially Concentric Braced Frame and I am wondering: Is it possible to modify the location position of the shear lug? I would like to align it with the centerline of the column like...

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.

It would be great if we could create stage sequencing where a stage number is assigned to every member. Add the ability to analyze and design separate stages of construction such as anything stage 1 or lessstage 2 or lessstage 3 or less The analyz...

See attached files.