Hello,
I have a single-story roof with a high roof. At the location of the high roof, the wind load should be applied at the high roof and the girts. However, the generated wind load only applies load to diaphragms, so wind load is applied at the high roof diaphragm and at the roof diaphragm that is not exposed, and no load at the girt level. This also means that wind load at the high roof is lesser than what it should be.
Is there a way to model this correctly? Or is user-defined loads the only way?