Answer:
RF‑/CONCRETE Columns designs columns using the nominal curvature method, which takes the unwanted eccentricity into account. Therefore, it is not necessary to define an imperfection load case in RFEM/RSTAB.
Imperfections in RF-/CONCRETE Columns
When using the RF‑/CONCRETE Columns add-on module, do I have to define the imperfections of a column as a load case in RFEM/RSTAB?
Author
Mr. Kieloch provides technical support to our customers and is responsible for development in the area of reinforced concrete structures.
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