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.

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.

Update AS1170.4 to latest version (2024) in Ram Structural Systems

Enhancement submitted on behalf of Scott Armbrust. CS0051728 - PBI PRODUCT BACKLOG ITEM 1230244: It appears RAM Connection may not be correctly calculating the required fillet weld sizes for tubular K-Y connections, as it may be ignoring the effec...

Enhancement submitted on behalf of Scott Armbrust. CS0051558 - PBI PRODUCT BACKLOG ITEM 1230244: The attached hand calculations indicate the required fillet weld leg size at the heel of the Y-connection is 1/4", but the RAM Connection design only ...

Enhancement submitted on behalf of Scott Hampton. CS0026551 - PBI PRODUCT BACKLOG ITEM 1230244: When PJP weld type is selected, the user would have to enter the weld effective throat size, discarding the procedure based upon the BS/EN code and fol...

Default member material should match the 16th edition steel manual

The HBBB connection should support the selection of tubular members as braces. Additionally, several joint types currently restrict certain section selections for braces. I recommend enabling all joint types to accept any brace section to enhance ...

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