This might be difficult to implement, but it might be nice if you could label the node numbers in the physical modeler different than used in the analytical modeler so that you could keep those nodes the same. Therefore, they would show up the sam...

It is hoped that the API SPEC 4F standard can be added, and the wind load can be quickly loaded in 45°, 135°, and so on.

Versions previous to 23.0 allowed a descriptive title in the header block. Now the reader has no clue what the report is about, except maybe by the file name. See attached file which shows descriptive title, right up front where you expect it.

The ability to add reference labels to geometry (or note), so when the whole model is displayed you can have visual reference of what each item represents, ie label gridlines, elevations

Report generation is significantly improved in the latest version. it will be great, If user able get the beam & column design details like , grade of concrete, member size, reinforcement required, reinforcement provided etc. in an table forma...

Please prepare a UC summary table Profile size wise, Group Wise from ejoumale.pajamale@technipenergies.com

It shall be noted that, if solids are not oriented properly than, we are not able to assign properties to the model, and it is difficult to see which the bod is solid. -- With Regards. Ankur Jain -- Model Attached is confidential.

Provide a method to provide the design data to calculate the lateral drift using the methods provided by Verco Decking inc. https://vercodeck.com/

We have recently encountered an issue whereby the software will automatically assume that a custom section is an I-section (W-Section) for code checking purposes. This is not ideal if the section is, for example a modified RHS section, for which t...

Load Group (as reference load) in Physical Modeler should show all loads of same category in a single spreadsheet instead of separate spreadsheet similar to analytical reference load