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...

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

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...

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...

At present member releases shown as circles at beam ends, makes the view a bit congested with node numbers ON, which makes it difficult to cross verify the DJ1 & DJ2 parameters. if we have an option to scale down the circle (or) introduce a 't...

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

Member/Connection Type symbols sometimes crowd a drawing too much, or is too long (e.g., when dealing with Tee members taken by halfing a wide-flange section). It would be nice for an option within the Drawing Style Manager to activate/deactivate ...

Please allow users to manually override Mark IDs that are generated by AutoDrafter.