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...

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

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...

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...

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...

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...

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.

AutoDrafter currently shows a rigid member symbol when a member has a free end with no other members connecting to that location. It would be great to remove these redundant symbols