ruclips.net/video/7gnUCUN9sJM/видео.html&ab_channel=K-StructuralDesign I create this tool to get column forces and its parameter directly from Etabs, then create Prokon file automatically.
Hi Thanks for your hard work for this important video. I have one query. I followed your steps to develop plugin and it works fine only when i have one ETABS instance open. When i opened the second Etabs window and try plugin in that then it is not taking data from that send window ETABS it is still interacting with the first ETABs window. Did you try that? Do you have any solution for that?
Hi sir, I hop that you continouslly share your video about using c# make plugin for etabs, especial is get beam force, and calculate rebar for beam. Thanks so much.
Thank you very much for videos. They are great! For Sap2000: Following code give error: ret = mySapModel.RespCombo.SetCaseList("G", eCNameType.LoadCase, "DEAD", 1.4); "eCNameType.LoadCase" seems problem. How do ı fix it? Could you kindly help us? Thank you in advance...
Hi, First of all make sure that "G" is an existing load combination. if don't write a code to add it. and then you can't just leave "eCNameType.LoadCase" that way this section should be given 0 or 1, Zero for case and One for load combination and also make sure that " DEAD" is also an exsisting case
@@StructuralInsights87 Thank for your quick answer! Following Code works: eCNameType cNameType=0; ret = mySapModel.RespCombo.SetCaseList("G", ref cNameType, "DEAD", 1); ret = mySapModel.RespCombo.SetCaseList("G", ref cNameType, "COVER", 1); ret = mySapModel.RespCombo.SetCaseList("G", ref cNameType, "EQP", 1); However, when we write for add load combo to in one combo eCNameType cNameType=1; it give us error. It does not allow us to write 1.
The training was very useful. I have a question. If we want join reactions that the user chooses in etabs, how should we write its code?
Hi thank you for your great work, can you show how to get story max displacement and story drift. Can you give me any Ideas
ruclips.net/video/7gnUCUN9sJM/видео.html&ab_channel=K-StructuralDesign
I create this tool to get column forces and its parameter directly from Etabs, then create Prokon file automatically.
Dễ thôi, dùng cái này: cAnalysisResults.StoryDrifts Method
Hi Thanks for your hard work for this important video. I have one query. I followed your steps to develop plugin and it works fine only when i have one ETABS instance open. When i opened the second Etabs window and try plugin in that then it is not taking data from that send window ETABS it is still interacting with the first ETABs window. Did you try that? Do you have any solution for that?
Hi, Sorry for the delay. Anyway, I checked it and it did not occur to me.
Hi sir, I hop that you continouslly share your video about using c# make plugin for etabs, especial is get beam force, and calculate rebar for beam. Thanks so much.
Link To Part One:
ruclips.net/video/udJcLfUJzgE/видео.html
Thank you very much for videos. They are great!
For Sap2000:
Following code give error:
ret = mySapModel.RespCombo.SetCaseList("G", eCNameType.LoadCase, "DEAD", 1.4);
"eCNameType.LoadCase" seems problem. How do ı fix it?
Could you kindly help us?
Thank you in advance...
Hi, First of all make sure that "G" is an existing load combination. if don't write a code to add it. and then you can't just leave "eCNameType.LoadCase" that way this section should be given 0 or 1, Zero for case and One for load combination and also make sure that " DEAD" is also an exsisting case
@@StructuralInsights87
Thank for your quick answer!
Following Code works:
eCNameType cNameType=0;
ret = mySapModel.RespCombo.SetCaseList("G", ref cNameType, "DEAD", 1);
ret = mySapModel.RespCombo.SetCaseList("G", ref cNameType, "COVER", 1);
ret = mySapModel.RespCombo.SetCaseList("G", ref cNameType, "EQP", 1);
However, when we write for add load combo to in one combo
eCNameType cNameType=1;
it give us error. It does not allow us to write 1.
code