Currently, EN 1993-1-1 provide in STAAD.Pro is 2005 edition. My request is to update the code to the latest edition, 2023.

Changes in seismic design parameters or changes in class of Industrial structures in new code will lead to changes in seismic forces experienced by the structure. This may lead to different results than the one obtained from the old code (2015 ver...

I Need to design lot of platforms with cantilever beams. Tapered channel is easy to fabricate in plate and most economical section for cantilever conditions. Hence I request you to include this options in the staad. Moreover, tapered I is already ...

In general, Most of PEB companies design the web as Slender members if the project location is in low seismic region. In such cases when we give the design report to consultant for approval, we get comment that web area is considered in calculatin...

Add function to produce a steel take off immediately without having to run the full analysis.

In STAAD.Pro Advanced 2024, please add tool to adjust the scale (size) of the "Beam Orientation" arrows. it is impossible to distinguish from one member to another with the arrows so large.... this was an isolated view of a portion of a much large...

Please add an option to generate an image report for every load case. The image report are showing how the forces are affecting the structure (see attached screenshots). Currently it is only possible to manually create a screenshot for each load c...

similar to the sliding & uplift factors, would be helpful if there's an option to enter Overturning safety factor also.

This check should be implemented in RCDC as we know during design the reinforcement area maybe needed to be increased in order to pass the beam deflection check

Application of seismic action (including accidental torsion) for structure in Singapore using EN 1998-1 is cumbersome. Request to include this code in future development.