ANL file for steel code has changed format can you revert back again or atleast put to option on Track command to retain original format.

Currently, the only way to use STAAD.pro fireproofing specification is thru the Analytical Modeler. If you have a physical model, you have to break the connection and then edit the Input file to remove the "DO NOT EDIT" restrictions so that you ca...

I believe there is no option or command to directly view RC members that have failed, similar to that of "Utility" option available for checking failure of steel members. Failure of RC members must be manually checked from the "Analysis Output" op...

The "actual ratio" button in postprocessing mode is not working for a lot of users in Subsea7. This button is supposed to re-arrange beam utilizations from default beam number order, to utilization ascending order, and is very helpful. The problem...

I think the wind load application should be rewritten to make it simpler and more user friendly. STAAD is at least three times as long as SAP2000 when inputting wind loads.

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...

Mesh size in FEM in staad is yet controversial topics, as different trials for different mesh size gives very diverse and biased result, Hence perfect mesh size for more accurate plate result needs to incorporate.

The AutoForm tool helps speed up generation of PMembers within an analytical modeler. Would be nice to have the ability to number physical members similar to how nodes and analytical elements like beam, plate, and solid elements are renumbered.

It would be nice to tell the optimizer to optimize to angles where the angle legs are equal. By default I prefer to specify equal legs, as it eliminates confuse and chances of error when the legs are the same size. So even if the optimizer suggest...