Crack width Report

Hi there,

I am currently going through the crack width report generated for my problem.

Although Sofistik says the check passes for the given reinforcements I can see exceedences in the maximum utilisation. Is there a threshold set in the software to ignore failures below say 20%? Is the crack check indeed failing?

Thanks in advance.

Could be that your failing stress checks (e.g. compressive concrete stress) and passing crack width checks.