Currently Automatic Wind/seismic Load cases can be generated in the Primary Load case only. Adding these in reference loads will give flexibility of applying different factors for different scenarios in basic load cases.

I think it is a good idea to allow users to name their Tapered sections as with the prismatic sections or sections created by user table. Because many times user creates many tapered sections in his model, andt when it comes to modifying one of th...

Evidently when performing steel design to Euro code (perhaps the same for other codes) you can only now see utilisation ratios. You no longer have the capability of seeing the detailed design results to check if your effective length or steel grad...

A current complaint. Please change the way reactions are shown in Reactions tab. Maybe as simple as leave the box just right next to the corresponding node, and not having them overlap in all the screen while moving and rotating. Just leave the an...

Hello, In the previous version of STAAD V8i, there was a convenient shortcut key (F9) to run the analysis. However, it seems that this shortcut key has been removed in the advanced version, known as Connect Edition. To enhance the user experience ...

As far as I know, when I need to edit multiple nodes to a desire coordinate, I have to select each of the nodes and input the value one by one, as Staad manage Relative Move only. It would be efficient just to select all the nodes, and type a coor...

Add the ASME-STS-1 2021 file as an option for the results of the analysis. There are only four equations from ASME, then everything defaults to AISC 2016, so most of the work is done.

According to the code and standard practice, stiffness reduction for DAM applies for Required Strength analysis, but for Design Strength calculation and for Service check, nominal stiffness is to be used. To be able to indicate Staad which combina...

This is a test without logging in

SAMPLE BUCKLING LENGTH ALLOWABLESTRESS MEMB LY(m) LZ(m) UNL(m) KY KZ UNF FA(N/mm2) FT(N/mm2) FCZ(N/mm2) 1001 1.000 2.000 1.000 1.000 1.000 1.000 93.400 156.670 138.250 1002 2.500 5.000 2.500 1.000 1.000 1.000 93.400 156.670 138.250 1003 4.000 8.00...