I believe it would be beneficial to incorporate stiffeners into skewed angled shear connections to enhance their strength and stability. Implementing this adjustment could improve performance and overall structural integrity.

RAM connection is not having an option to design the thru bolt connection - baseplate is connected to the concrete with thru bolt. Instead of post anchor and preinstalled anchors, sometimes it is needed to use thru bolt connection. Please find the...

In the current project I am working on, I need to design steel supports for the pipework. In some cases there are torsional moments and their effects on base plate have to be addressed. At the moment, Base Plate design in RAM Connection does not i...

I am currently designing a horizontal column-beam-brace connection where one beam is a W12 section and the other is a W8 section. I would like to design the gusset plate using a bolted flange connection. However, I have noticed that the software c...

We should have the ability to see at least what limit state or element of the connection is failing without having to open the results output, which is very slow and time-consuming. If we were provided a small list of elements/limit states, we cou...

For bolted flange plate beam-to-girder configurations, RAM currently uses a bolted flange plate only at the top flange, and shows a CJP weld for the bottom flange to girder web. We often will use flange plates at BOTH beam flanges. It would be gre...

We often use directly-welded moment connections, with beam flanges that are full-pen welded to the supporting member. RAM Connection can do that for beam-to-column connections, but it would be great if you could add that connection for beam-to-gir...

Problem: Beam to column-web connections (BCW) create dimensional conflicts between beam flange width, and the space between column flanges. This often occurs when the bolt lines project and beam flange lines project inside of the web space and wit...

Please consider allowing the use of Parallel flange members as columns in column-column and column-beam connections.

Double back-to-back channels are typical for design of walers. Adding double channel section for beam splice connection with end plates would allow for this type of connection to be modeled.