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...

For the design of double angle sections, the software currently does not perform the design due to the inability to plot buckling curves. An option to manually select buckling curves for both cases should be provided to enable proper design of the...

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.

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.

Many STAAD users in Singapore and Malaysia have requested to implement the cold formed member design to EN 1993-1-3. We have lost some prospects to competitors because of the absence of this code in STAAD.Pro. This may be a feature that is request...

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.