The accidental eccentricity in staad pro. as per Eurocode 1998:2004, while analyzing the structure for seismic loads using response spectra method.

This would cut down the analysis time required by STAAD significantly. If it is too much work to change the solver code to benefit from multi-threads, can at least each basic load or each load combination be run at a different thread? There's no r...

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, SFA uses the highest corner pressure to design the foundation size bearing on soil. Please revise the SFA program to have an option for a soil supported foundation (versus a rock supported foundation) and provide revised foundation sizi...

There is no way to add wind load in other direction in case of unclad building. For example : - staad taking load case only in one direction i.e. +X, whenever I try to add another case in z direction, previous case gets deleted automatically. So, ...

May you please include the design of raft foundation and combined footing in RCDC

I consider that the way of using openstaad with VBA is somewhat tedious due to the characteristics of that programming language, therefore, my idea is to propose an openstaad repository but focused on python, which, in my opinion, would facilitate...

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...

Just as the title. To be able to analyze a structure with Tension-Only members using the Direct Analysis Method.

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...