3.7.2.2: Beam Displacements đź”·
In case you want to know how displacements change over the length of a beam use the “Beam Displacements”-component (see fig. 3.7.2.2.1). A data-tree 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 output's second paths index from the left corresponds to the element-index, after that comes the index of the ts-value. In fig. 3.7.2.2.1 the outermost branch of results contains the translations and rotations that accompany the minimum and maximum translations in Z-direction.
The "LCInd" output represents the load-case index within the current load-case combination of the translations and rotations output.
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