can we include the coordinates in the Load's help window, as it's a bit difficult to understand the way Moments need to be applied (forces can be understood from the X & Y, and vertical towards gravity, it just says around X/Z and not its dire...

I would like to be able to model nonsymmetrical systems where baseplates are considered as pinned when in uplift and semi-rigid when in compression.This works well for symmetrical systems, but when the system is non-symmetrical, I have to make two...

When generating the column design report, please don't make me click OK for every inadequate column. A summary of all inadequate columns or no warning at all would be sufficient.

To request the integration of the AIJ(Architectural Institue of Japan) design standards into RAM Connection to support connection design compliant with Japanese building code requirements. Other Bentley products are also being used in Japan. Integ...

Enable Sorting and Multi Selection in the RAM Frame Load Case analyze dialogue. We frequently have to run multiple rounds of testing or when doing AISC Direct Analysis Validation create multiple types of wind and seismic loads. Having to scroll th...

Please add the ability to sort both the section property catalogue and the assign sizes dialogue in RAM Modeler for more efficient workflow. On concrete buildings, as the design and detailing progresses, we get quite a list of concrete beam size...

It would be nice if the integrated RAM Connection would allow a permanent override of brace angle on CBB and CVR connections. RAM SS designs to an analytical line at the top of the beams, and we design braced frame connections to the centerline. t...

Provide an option so that perpendicular footing loads are not applied to the continuous footing. I'm not sure I understand why the program does this in the first place. It seems like you are accounting for the load twice under the current rules.