I don't need multiple design warnings for the same condition. For example, I have an out-of-plane shear strength warning for one of my segments. I have 26 warnings (associated with 26 combinations) for the same condition. The "worst" one listed in...

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...

The HELP graphic showing the axes for loads and moments needs improvement. The graphic at the connection pad shows the orientation for the loads and moments on the Weld Group. The graphic depiction of the arcs for the moments needs improvement to ...

allow for snow and roof live loads in the same model more intuitiveness in the software to resolve small dimensional differences remove modules and allow layout and analysis to be performed in the same space create a better GUI interface for addin...

Currently only the AISC 360– 2010 can be used with the design guide 25 1st edition for tapered member. It is necessary to have the option to use de DG 25 2ed for the AISC 2016 and 2022.

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.

Update clear cover to beams & columns in one go without selecting beams and columns individually multiple times. This task can be cumbersome, and I believe that getting the option to edit multiple column's information is a great idea to introd...