Thanks for your answer, FEA way!
I tried creting a single element following a code similar to the example you pointed to in your response.
Following the stiffness matrix structure from the documentation as below
A11
A12,A22
A13,A23,A33
A14,A24,A34,A44
A15,A25,A35,A45
A55
A16,A26,A36,A46
A56,A66...