I would suggest SFA to add an option exporting designed combined footing and raft foundation to RCDC for detailing as we know RCDC is powerfully in producing structural drawings

I think the wind load application should be rewritten to make it simpler and more user friendly. STAAD is at least three times as long as SAP2000 when inputting wind loads.

The STAAD.Pro now can not check the the vertical structural irregularities 5a/5b in the ASCE 7 table 12.3-2 by ant command stream, but as the code demand, the designer need check this irregularities, it is very difficult and cost time for designer...

It would be good to get a function in OpenSTAAD function to get the CoG of the Model.

Hello, There’s no point in applying the notional load against other lateral loads. In STAAD, it’s possible that the Load Combination where automatically generated so the notional loads are generated for all directions even if they countermeasure t...

dear staad pro team,i think more important things for shar wall system building for high rise building is property modifires for wall,it is misssing in staad pro i dont know why?all softwares have this important feature why is missing in staad?

There are several methods to model shear wall/slab/mat in staad CE, broadly by physical modeller and analytical modeller, as far as the analytical method is considered, slab/mat/shear wall can be modelled through various techniques, like plate ele...

The new report formatting while nice in appearance is cumbersome, not quick to use and has issues with savings....can't there be an ability for staad users to "revert" back to the old school report formatting?