The inclination according to DIN 18800 is applied with the value 1/φ0 = 300. However, I would have expected 200 as the initial value for one-piece members. What is the explanation for this?
In RSIMP, I generated imperfections on the basis of a buckling shape from RSBUCK. After the generation, I only get the values for the inclination. Why are all precambers zero?
The result combinations calculated in RSTAB include the minimum and maximum values as well as the corresponding internal forces. Why are these internal forces not considered in KAPPA? Which internal forces are used in KAPPA to perform the design?