> For the complete documentation index, see [llms.txt](https://manual-2.karamba3d.com/llms.txt). Markdown versions of documentation pages are available by appending `.md` to page URLs; this page is available as [Markdown](https://manual-2.karamba3d.com/3-in-depth-component-reference/3.6-results/3.6.8-beam-displacements.md).

# 3.7.9: Beam Displacements 🔷

![Fig. 3.7.9.1: Translations and rotations along the first beam element](https://442610158-files.gitbook.io/~/files/v0/b/gitbook-legacy-files/o/assets%2F-MCkDlhlZpqUmakSqOrp%2F-Mk7QYhhPlpzsCspreoa%2F-Mk7SwLpH_rb0ixViep2%2Fimage.png?alt=media\&token=6aa181eb-0780-4420-a6c8-92e3ac773cbd)

In case you want to know how displacements change over the length of a beam use the **“Beam Displacements”**-component (see fig. 3.7.9.1). A list of displacements along the axis results: three components of translations and rotations in the local element coordinate system for each section and load case. The **“Beams|Ids”**, **“LCase”**, **"ts”** input-plugs work analogously to those of the **“Beam Forces”**-component (see section [3.7.10](/3-in-depth-component-reference/3.6-results/3.6.9-beam-forces.md)). The sequence of element results corresponds to the sequence of beams.