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.

Please add support for OpenBuildings Designer being able to open drawings from AutoDrafter.

AutoDrafter appears to have some automated rules that are not perfect; would be nice to be able to override Member/Connection Type within AutoDrafter (e.g., select a column member, right click, modify properties, change 'Member Type').

STAADpro is not able to design cold form section outside the standard library or any user defined cold form section as per IS801. This is severe limitation as many users are using sections of their choice which are not in the library. This is espe...

At present design of double channel in STAAD as per IS800 LSD is having certain work flow. It assumes higher MI as a major axis even if it can be about minor axis Y which is not correct. STAAD should consider section orientation as provided by use...

In most of the industrial sheds, double I section spaced apart is used as crane column and single I section is used to support the roof above. In present STAADpro ver 24 facility to design double I section as per IS800 LSD is not available . This ...

As per actual possibility provided by AISC 360, it is possible to perform design with Direct Analysis Method but also Effective Length Method and First Order method. In some case it is useful to do analysis with First order method (Dynamic Seismic...

Requesting to add NSCP 2022 Philippines Seismic Load(similar to ASCE 7-10) addition to STAAD.Pro. Xstructures can provide all formula and technical documentation