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...

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.

Add a Tapered Column and Beam design options to all of RAM SS modules

Currently, there are relatively few stiffening rib arrangements that can be selected in RAM. There is currently no way to customize the arrangement of stiffening ribs in the software. This brings inconvenience to project execution. It is hoped tha...

Output - Output - Design – Reinforced concrete – Members Concrete column module. But the Bentley team suggested checking the column design under the concrete column module. In this way, only the program gives detailed design reports. But it looks ...

I had a connection that required a shear connection framing from one beam, a moment connection from another beam and a horizontal brace from another beam all at one column. The detailer needed a combined detail merged as one. As another example, w...

It would be nice to be able to see the wind pressures on the 3D view of the building.

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.