Now we can calculate the upstructure in STAAD.Pro for ocean engineer; But the pile will be designed in SACS for sea ice load and wave load. when the model is imported to SACS, the load will loss and need to apply load again in SACS. The workload is very much. So i hope the STAAD.Pro can import to SACS with the load.
Thank you for providing this idea. It is good to see that you are making use of both STAAD.Pro and SACS solutions to solve different parts of the project and using interop options to share data. However, my question is what loading are you not getting transferred? Are you transferring the model to SACS using the iTwin Services in the Physical Model or using the user tool in the Utilities ribbon?