Hi, My suggestion is on the back of posting within the forum https://bentleysystems.service-now.com/community?id=community_question&sys_id=fde7707647004bd8d5d91098c26d4325&anchor=answer_b18d72f247880f10557fd8de536d43d9 My suggestion is to ...

In the Masonry Wall Module, add an option in the diagrams tab for a graph of reactions on the base of each strip of wall segment. I often need to check an existing wall footing under an existing wall with a new opening in the wall. When a new open...

The Concrete Beam Design module and the Concrete Column Design modules are not fully integrated with Elements with round-trip functionality. You can export geometry, loads, and selected design parameters from an Elements model to these modules, pe...

For outputs, add the member description, not just the number

When outputting the 'Force Envelope at Stations' and attempting to select 2 stations, a pop occurs saying that a minimum of 3 stations are required. The ability to show only 0% and 100%, the end reactions would be immensely helpful.

Add the ability to automatically show the maximum and minimum force/moment from a selected group of beams

A place where users can type in notes. This could be in an extra tab beside the gen/self-weight tab and have similar functionality to the Windows Notepad. This would be especially beneficial for internal use where review comments or reminders coul...

Often times I create 3D models of similar frames but they have different tributary widths.For our 2D analysis we apply the loads to the nodes and members and not to areas.When we have to transition to 3D models, it would be great to have the abili...

Create a live load reduction factor in the design parameters for each material type. This way the live load is captured in the analysis and reduced accordingly in the design. This might cause an issue with 2nd order analysis if you don't want all ...

It would be extremely useful to be able to create "regions" on a spread footing design with different soil depths.When designing a spread footing/retaining wall combination, there isn't a good single solution at the moment.It would also be nice to...