3.6.8: Beam Displacements 🔷

Fig. 3.6.8.1: Beam consisting of two elements under axial and transverse point-loads

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