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.

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.

You are able to model braced frames with HSS column, beam, and brace in RAM Modeler/Frame. However when you push this to RAM connection you are unable to design the connection at this joint. This is very limiting.

Please add a template for only horizontal brace to beam connection in Australian code as shown in the screenshot.

Add torsional design to concrete beams to meet ACI requirements for seismic design.

See attached files.

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?

In ACI 318-19, they added a maximum spacing between stirrup legs in beams. I think the program bars generated in RAM concept should increase the number of legs to meet this criteria.

Add wall thickness to steel column trial group.

Many times I will change one load, for example a seismic load which is palced at the Ridge. Then I have to reanalyze and redesign the entire model, every load case. There should be a way to analyze only the affected load cases and redesign only th...