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you can just run an fea calc on a reprresentative wall will a unit load over some appropriate contact patch and get a difflection and the will reciprocal of hte stiffness
Does anyone know the stiffness of a virtual wall composed of wood or drywall?
I know the stiffness would be dependant on the type of wood (oak, maple, cherry, etc.) or if a stud is located behind the dry wall. However, I am looking for typical values or a link to a resource that provides this information.
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