> 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/analysis/toc161394055.md).

# Static Analysis

How the displacement-based stiffness method solves the structural model in static analysis.

The stiffness (or displacement-based) method is used in the solution of the structural model.

The following outlines the major analysis steps:

* The individual element stiffness matrix \[k] is computed in the element local coordinate system.
* Based on the element nodal connectivity, \[k] is transformed to the global coordinate system and assembled into the global stiffness matrix \[K].
* The load vector \[R] for each load combination is formed.
* The equation \[K] \[U] = \[R] is solved for the nodal displacements \[U].
* Other structural responses such as internal forces and moments are computed based on the nodal displacements.


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