In the case of combinations according to the general Eurocode without considering a National Annex, the design situation in the serviceability limit state - quasi-permanent - must be considered as in Image 01. Here, it becomes clear that due to the last term, even when Ψ2,1 = 0, the variable loads are taken into account because Ψ0,i is unequal to 0.
Automatic Load Combinations According to EN 1990 + 1995 (CEN) and Ψ2.1 = 0
I have created automatic load combinations according to EN 1990 + 1995 (CEN). Although Ψ2,1 = 0, factors greater than zero are applied for wind and snow. Is it a program error?
Mr. Flori is the customer support team leader and provides technical support for customers of Dlubal Software.


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Want to automatically consider steel joint stiffness in your global RFEM model? Utilize the Steel Joints add-on!
Activate joint-structure interaction in the stiffness analysis of your steel joints. Hinges with springs are then automatically generated in the global model and included in subsequent calculations.

In the ultimate configuration of the steel joint design, you have the option to modify the limit plastic strain for welds.

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