# 3.6.8: Beam Displacements 🔷

![Fig. 3.6.8.1: Beam consisting of two elements under axial and transverse point-loads](https://1646753513-files.gitbook.io/~/files/v0/b/gitbook-legacy-files/o/assets%2F-M9XteyGDAU3Odla53cC%2Fsync%2Fc90d137d6d9e907aefa88d495f2a7125a72fb136.png?generation=1591871194709633\&alt=media)

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](https://manual-1-3.karamba3d.com/3-in-depth-component-reference/3.6-results/3.6.9-beam-forces)). The sequence of element results corresponds to the sequence of beams.