I Need to design lot of platforms with cantilever beams. Tapered channel is easy to fabricate in plate and most economical section for cantilever conditions. Hence I request you to include this options in the staad. Moreover, tapered I is already ...

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...

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.

Currently, the reports from STAAD Connection Design are stored in .doc format which is outdated. Please update this to the current format supported by word.

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.

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').