Have a nice day. In TS500, Article 10.4.2, in the design principles of continuous foundations, "In continuous foundations with beams, the beam height, including the plate, cannot be less than 1/10 of the free span, and the plate thickness cannot be less than 200 mm." says. In an industrial shop project that we designed, this condition is not met, and I do not get an error message related to the foundation. In addition, I do not have complete information on whether the relevant article is binding and has parts that are open to interpretation or if it should be interpreted. Waiting for your comments and suggestions. Thank you.