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?
Answer:
Author
Mr. Flori is the customer support team leader and provides technical support for customers of Dlubal Software.
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