I looking for a specific value of slenderness ratio for a slender composite column according to EC4. I found that in ACI code, where the ratio must be greater than 22, but I did not find like that in EC4.
It all depends what type of composite beam theory you are using, and what type of behavior the beam is experiencing. We have tested for many cases that VABS-based composite beam theory can provide accurate prediction for beams with slenderness less than 10. See my recent presentation at https://cdmhub.org/resources/1316. Or our recent paper at https://cdmhub.org/resources/1217.