Specific weight of infill panels

[Danae]

Hello!
I'm interested in including infill panel elements for infill massonry to my model. I find out that one of the parameters is the specific weight (default value 10kN/m3) of the masonry, in order to define the self weight of the infill panel. However, I have already included its self weight in the applied permanent loading over the nodes of the beams. In that case, it would be as if the self-weight of the masonry is two times calculated as loads of the structure? If so, can I put zero in the specific weight factor or is this factor used for other reasons apart from loading, and zero number would lead to other problems?

[seismosoft]

You can introduce a zero valued specific weight.

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