In the new regulation, cassette flooring is being tried to be made as the construction of hollow block flooring becomes difficult. In cassette flooring, everyone has different interpretations (related administration, construction control, project designers) in design conditions. 1-) Are the Ts500 mentioned bidirectional filled flooring conditions valid for the cassette? 2-) Now everyone is trying to make the hollow blocks look like cassettes by tightening the secondary rib beams (40cm-50cm-60cm) in their hollow block projects. In other words, it throws hollow rib beams in both directions, making it look like a tape. Is this approach correct or not? They say that there is no obstacle to this in the regulation, the conditions of the cassette system, whether it is a TS500 or a regulation, are not clearly explained. 3-) Is there a case of min 70 cm in cassette flooring cassette intervals? 4-) Some engineer friends say that if there is a filling material and it is 70 cm smaller, it should always meet the requirements of the hollow block. There are many more questions on this subject, but these are the ones that come to mind. Cassette laying conditions min. what should it be? Can you explain under which conditions cassette flooring can be accepted or not?