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...

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...

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...

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.

in standard section data base only 90Deg hat is available, we are mostly using 75Deg hat

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 ...

There is a new code for Stainless Steel that has been published by AISC. It would be nice to incorporate the code checks for AISC 370 for materials that have been selected as stainless steel.

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.