3.6.8: Beam Displacements πŸ”·

In case you want to know how displacements change over the length of a beam use the β€œBeam 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 β€œBeamIDs”, β€œLCase”, β€œmaxL” and β€œNRes” input-plugs work analogously to those of the β€œSection Forces”-component (see section 3.6.9). The sequence of element results corresponds to the sequence of beams.

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