Useful when passing drawing to drafting team as they don't have to edit the received drawing, wasting their valuable time.

Currently I need to cut a line or plane at the base of a masonry shear wall in order to determine the in-plane bending moment. However, that effort produces the total moment for the entire cut. It would be more convenient if I could just click on ...

currently if anyone need to add the beams in group definition, all the beams including existing added need to be selected. if new beams can be added without selecting existing beams, it will be easier

In load data page when you select any specific UDL or point load, then the UDL or point load associated beam and node shall be auto selected or highlighted. this will help to identify if load applied is at right location or not

While generating Report, Company Logo needs to be changed for every project, that is a tedious practice. The changes should be permanent and for company.

Please consider adding an autosave feature. A real autosave not a prompt that appears every so often minutes asking you to save. One that will autosave without input. Autosave is pretty much a standard now across a variety of softwares, so constan...

We request to at the OpenSTAAD function to renumber Nodes just like we do with beams.

Within the Annotation Menu, could you include Plates Stresses & Nodal Forces ? This will be very useful to display specific plate /nodal results during compilation of Structural reports. Given that the contours only show a range of values. Thi...

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.