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...

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).

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...

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...

In most projects, equal angle sections are commonly used. However, the current section database includes a combined list of both equal and unequal angle sections under the same category. To improve workflow efficiency, we request that these be sep...

Currently, using the Design.AssignDesignCommand function to add a design command like "CODE CHECK" is ideal only for one execution using VBA. If you execute the code multiple times, the "CODE CHECK' command is added to the command equal to the num...

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

STAAD Pro is used throughout Europe and provides in-depth code checks for most structural analysis. Wouldn't it be a good idea to include the wind parameters from EC3 1-4 in the Wind Definitions rather than only include american, indian, chinese a...

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...

From 22years using Staad Pro, I propose to update the way to applied a load on beams as It's possible for nodes. In the case of nodes, We can do like this in one line: Joint Load 10 FX 10 FY -22 FZ 33 I propose You to update the syntax of applying...