# 3.7.9: Beam Displacements 🔷

![Fig. 3.7.9.1: Translations and rotations along the first beam element](/files/-Mk7SwLpH_rb0ixViep2)

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.


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