Sometimes, a member requires the assignment of a Beta Angle for a particular member, but after some iterations, it might not be needed. In the Beta Angle assignment tab, when someone defines a Beta Angle, it exists—but Beta Angle 0 is removed. In ...

It would be good to have a 3D view in post processing with colours of the beam as defined with a UR value. It is possible to have this with beam view now, but would be good if we have it for 3D view like SACS have. (as shown below for example).

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...

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

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 ...

Star section or similar section modeled in Shape editor converts it into a SLENDER section and so staad does not design such sections for moment. Numerous times we use such builtup sections, it would be helpful if staad does design for these secti...

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

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...

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...

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...