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Why do I get so many incalculable points in solid construction walls?


For wall-type girders, I would recommend that you do not optimize the internal forces. This reduces the number of points that can not be measured. The other points are as far as I could see it around Singularitätspunkte. (Message 5 Concrete pressure zone exceeded in the concrete module indicates thereupon.) Here only a finer discretization of these corner areas remains to be carried out over a net compression. The unmeasurable areas are thereby reduced. In these areas, you could then additionally define a smoothing area.

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