Reinforcement of concrete slabs

Hello everyone,


I have one problem, refers to the reinforcement of concrete slabs.


In the settings for the steel diagram (stress-strain), I set the limit strain (e_uk) to be equal to 20 mm/m.

image


When I perform the reinforcement, the strain in the steel will be greater than 20 mm/m.


image

Is there a possibility that this strain will not be greater than 20 mm/m?

Thank you for your understanding as my English is not the best.


Best regard




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