Hello!
I am doing a quad design using bemess and I noticed some discrepancy using the multi layer design compared to a design which I input the reinforcement and then calculate the crack width.
In the following pictures you can see a comparison between a multi layer design and a crack width check. In the first pic, the red areas are 32K/150 (cw=0.3mm). The second picture shows a crack of 0.14mm in the areas where i ve placed a 32K/150.
In the multilayer design I also get an unnecessary third layer with some weird peaks… is that a bug in sofistik? Sometimes these peaks are also with values of hundred of cm2
