Hi,
I am trying to model horizontal bracing in ETABS. But if I model them at the floor level it starts taking gravity loads from secondary beam which should not be the case. I can not use the exclude frame from shell option because I am using membrane for deck. So, how to model them correctly?
I am trying to model horizontal bracing in ETABS. But if I model them at the floor level it starts taking gravity loads from secondary beam which should not be the case. I can not use the exclude frame from shell option because I am using membrane for deck. So, how to model them correctly?
