# 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. --- # Agent Instructions: Querying This Documentation If you need additional information that is not directly available in this page, you can query the documentation dynamically by asking a question. Perform an HTTP GET request on the current page URL with the `ask` query parameter: ``` GET https://manual-1-3.karamba3d.com/3-in-depth-component-reference/3.6-results/3.6.8-beam-displacements.md?ask= ``` The question should be specific, self-contained, and written in natural language. The response will contain a direct answer to the question and relevant excerpts and sources from the documentation. Use this mechanism when the answer is not explicitly present in the current page, you need clarification or additional context, or you want to retrieve related documentation sections.