The procedure to calculate fully anisotropic linear-elastic material properties is similar to the one used to compute orthotropic linear-elastic material properties. The primary difference is that the full stiffness matrix must be computed. Still, each load case yields one column of the stiffness matrix. In contrast with the orthotropic linear elastic computations, more integrated force results must be extracted. For instance, in the tensile tests, both the normal components of the forces on the boundary faces and the tangential components are extracted and used to compute entries in the stiffness matrix. For the anisotropic linear-elastic case, engineering constants are not determined. The entire stiffness matrix is the primary result for this material type.