> 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/3.6.3-nodal-displacements.md).

# 3.6.3: Nodal Displacements

![Fig. 3.6.3.1: Simply supported beam under axial and transverse point-load](https://1646753513-files.gitbook.io/~/files/v0/b/gitbook-legacy-files/o/assets%2F-M9XteyGDAU3Odla53cC%2Fsync%2F214f9354c22b5b9f96de6d11946ba1c8a51ce30a.png?generation=1591871193456618\&alt=media)

The **“NodeDisp”**-component lists the displacements of each node for the load cases specified via the **“LCase”**-input. Two lists consisting of vectors make up its output at the plugs **“Trans”** and **“Rot”**. For each node there is a vector which contains the three nodal translations or rotations (see fig. 3.6.3.1) respectively. A list of nodal displacements is displayed: vectors with translations and rotations for each node and load case. The vectors refer to the global coordinate system. Their units are meter or radiant. A positive rotation say about the global X-axis means that the node rotates counter clockwise for someone who looks at the origin of the coordinate system with the X-axis pointing towards him or her.