Answer:
The difference between RFEM and RF‑CONCRETE Columns is caused by setting the result combinations to Max Values. If you switch to Min or Max and Min Values, the same values are displayed as in the design module.
Different Values of Column Axial Forces in USL Result Combination and in RF-CONCRETE Columns
When dimensioning a column, the values of axial forces in the result combinations of the ULS differ from the values in the RF‑CONCRETE Columns add-on module. What is the reason for this?
Author
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