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').

It would be good to have a 3D view in post processing with colours of the beam as defined with a UR value. It is possible to have this with beam view now, but would be good if we have it for 3D view like SACS have. (as shown below for example).

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...

Currently STAAD is performing only geometrical check of the members in accordance with Chapter 12 of NZS 3404. However, no design is performed based on the capacity design principles provided in this Chapter. As industries in New Zealand is increa...

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.

Add function to produce a steel take off immediately without having to run the full analysis.

Please add an option to generate an image report for every load case. The image report are showing how the forces are affecting the structure (see attached screenshots). Currently it is only possible to manually create a screenshot for each load c...

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...