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...

Include the self-weight of braces in the dead load.

Sometimes connections are largely customized and when they required for any reason to be repeated in a different model, it is required to customized again. It would be useful to once a connection is completed we could have an option to create a te...

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 ...

I know you can view deflections and node displacements, but I think it would be helpful to be able to specify limits and have the program display (in the member status) if any member exceeds the set deflection, or displacement limit assigned to th...

It would be very appropriate to include equations for demand/capacities in the report for things like sliding resistance, moment, shear, etc. For example, for sliding resistance, the passive equation, the cohesion equation, and the coefficient of ...

As some one who is colorblind the yellow of the warning design and green of the complete design are similar enough that I can't see them. Others in my office who are color blind have the same issue I have. It would be great if there was a feature ...