HI, I'm new here.
I’m currently building an automated structural-analysis workflow with the ETABS API, but I can’t find a way to programmatically set a load pattern’s User Coefficient or assign seismic loads that rely on it. After combing through the ETABS API documentation, it appears there’s no direct method exposed for specifying User Coefficient values.
Has anyone run into this limitation before? If so, how did you work around it, or what alternative approach would you recommend?
I’m currently building an automated structural-analysis workflow with the ETABS API, but I can’t find a way to programmatically set a load pattern’s User Coefficient or assign seismic loads that rely on it. After combing through the ETABS API documentation, it appears there’s no direct method exposed for specifying User Coefficient values.
Has anyone run into this limitation before? If so, how did you work around it, or what alternative approach would you recommend?
