3.7.9: Beam Displacements 🔷

Fig. 3.7.9.1: Translations and rotations along the first beam element

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). The sequence of element results corresponds to the sequence of beams.