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

STAAD.Pro 2024 output data is published via the Reports module. That data for one structural model can be used to present different subjects. Unfortunately, the 2024 report pages do not include a line in the header to show the "SUBJECT" of that pr...

it might also be helpful, if we can add the MERGE NODE tool in the "popup" Node tools when many nodes are selected (just like MERGE BEAM tool is included in the "popup" Beam tools) and the CONNECT BEAMS and COLLINEAR BEAMS tool also (to generate b...

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...

As most of the functions exposed in OpenSTAAD uses the surfaceId to target a specific parametric surface, a function to retrieve the Id of the parametric surface by specifying it's name will be essential. I tried using the existing function GetPar...

Usually we start creating the parametric surface mesh by assigning a name. However, there will be situations where we need to clear all the existing mesh definitions and then start afresh. It will be much helpful if there is a function in OpenSTAA...

Implement a method to generate loading on roof structures as per the IS 875 part 3 wind load code using the Cpe method using the values in Table 8 / 9

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...

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...

make RCDC design all type footing(single,combine,mat......)combine (RCDC,RCDC FE and staad advance foundation)