> For the complete documentation index, see [llms.txt](https://manual-1-3.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-1-3.karamba3d.com/3-in-depth-component-reference/3.6-results/3.6.8-beam-displacements.md).

# 3.6.8: Beam Displacements 🔷

![Fig. 3.6.8.1: Beam consisting of two elements under axial and transverse point-loads](/files/-M9XuUlhIQ-_IPO83eEA)

In case you want to know how displacements change over the length of a beam use the **“Beam Displacements”**-component (see fig. 3.6.8.1). A list of displacements along the axis results: three components of translations and rotations for each section and load case. The **“BeamIDs”**, **“LCase”**, **“maxL”** and **“NRes”** input-plugs work analogously to those of the **“Section Forces”**-component (see section [3.6.9](/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.