Lifting lugs and cap plates are always needed for modular design which is done within Staad + Ram Connection...these are standard type of connections and their design should be accommodated within the programs vs having to use other programs to do...

Need a column cap plate with moment - (4) bolts each side - (8) bolts total for a Wide Flange Beam and a HSS column. And ability to add stiffeners for cap plate to column

Once the design of the column base plate is performed, it is expected that the shift of the analysis axis would be considered in the design results (i.e. anchor tension). Currently, RAM Connection considers only an additional moment produced due t...

When reviewing connect results reports during design, it can be obnoxious and time-consuming to scroll through the 300+ load combinations created by RAM Frame in each section of the report before you see the geometry considerations and design chec...

In a HCBB connection if the beam sections are different by default they are aligned along center line. Provide an option to align them at top flange. Refer Feature (PBI) #1693987

Currently for beam to column connections, if the beam is HSS then the column must also be HSS. This is very limiting. It would be nice to allow HSS beam to WF column connections. The forces are often shear, moment & torsion. It would be great ...

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

It is already widely used

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 ...

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.