Please revise shear wall module to not automatically delete sections cuts, groups, wall reinforcing, etc. when I change f'c, wall stiffness modifiers, or thicknesses.

Provide an option to connect elements for one level to the adjacent level other than columns

Provide a better, cleaner translation when importing a RAM SS model into RAM Elements. The Centerline layout in RAM SS is difficult to work with in RAM Elements.

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

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...

Provide triangular bearing pressure results in either the report or on the diagrams page. Provide triangular load distribution in the Home page for earth pressure lateral loads.

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Hi Karl, I hope this message finds you well. May I please request you to add a feature in RAM Concept where we can model the carbon strip laminates to the soffit of the slab and check the change in the slab capacity and the quantity of CFRP requir...

It could be useful for companies like Spray Engineering, Cheema Boilers etc. Composite Connections are also in demand.