> For the complete documentation index, see [llms.txt](https://docs.enercalc.com/llms.txt). Markdown versions of documentation pages are available by appending `.md` to page URLs; this page is available as [Markdown](https://docs.enercalc.com/e3d-user-manual/model-entities/toc175916832/toc161394043.md).

# Element Out-of-Plane Stiffness Matrix

Understand the out-of-plane bending stiffness matrix formulations used for shell elements in ENERCALC 3D.

Out-of-plane bending accounts for Dz, Dox and Doy of the local coordinate system. By default, the MITC4 thick plate formulation is used \[Ref. 1]. If the thin plate option is chosen, elements with rectangular shapes will be calculated based on the Kirchhoff thin plate formulation \[Ref. 1]. Full two by two numerical integration is used in either case to calculate the out-of-plane stiffness matrix of the element.


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