There is the command NSF that modifies the net area of the whole member, but there isn't a command to modify the net area of the tension flange only to apply it to section F13 in AISC.

Currently OpenSTAAD provides OpenSTAADUI:AnalyzeEx() which upon completion of the analysis returns an integer indicating the status analysis. However, it will be helpful if there is a function which provides more information about the Errors and W...

StaadPro provides the option to create a custom open section by defining a profile polygon (refer to the snapshot attached). Sections created this can be visualized as 3D objects when rendered instead of just showing a simple line. This helps in c...

Kindly add open staad function to remove selected member loads. Thank you.

Extend existing STAAD.Pro to ADINA interop to export cross-section dimensions in addition to the existing "General" cross-section type so that nonlinear elastic-plastic material can readily be applied to beeam elements.

To be forced to go assign both a node # and every member between 2 nodes for a few beams is not a big deal but when it's a giant model, it takes days to assign these values for deflection checks. Something must be done to make this more user frien...

May you please include the design of waffle slab, ribbed slab and flat slab in rcdc

Provide the Turkish Seismic Code (TBSC-2018) which was updated in 2018 for static seismic and response spectrum loading. Code attached.

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...