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Turkish Hello. In the project at hand, I am trying to cover a 13.90 x 12.80 m open conference hall with cassette flooring. I was able to reach this solution with 25x65 cm beams and 90 cm intervals. I also made my perimeter beams 50x65. Is it suitable? The program also gave a warning about the height of the beam. I tried 50cm beam height first, up to 58 cm height I was getting the warning "Beam floor does not meet beam height requirement (TS500 11.3.2)" in geometry control. Out of curiosity, I opened the TS500, and I couldn't see a requirement for beam height. What is this situation? I would be glad if you help.
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Regarding cassette flooring?
- Thread starter celikbey
- Start date
Thank you for your reply. But what I stated in my question was Beam Height, the part you gave is related to plate thickness."cakilomer":2ex50pp0" said:TS 500 11.3.2 Rib plate thickness should not be less than 1/10 of the free tooth spacing and 50 mm. Other than that, try not to create an eccentric beam as much as you can and research the regulations on this subject. I can say.
In gear floors running in one direction, the free space between the teeth cannot be more than 700 mm. The thickness of the table cannot be less than 1/10 of the free tooth pitch and 50 mm, and the tooth width cannot be less than 100 mm. The ratio of total tooth height (with slab) to free span cannot be less than 1/20 for single-span slabs with simple support, 1/25 for continuous slabs, and 1/10 for consoles. TS500 11.3.2 I mean, it gives that error because you have too much clearance, good work
"cakilomer":3sepa243" said:For toothed floors running in one direction, the free space between the teeth cannot be more than 700 mm. The thickness of the plate cannot be less than 1/10 of the free tooth pitch and 50 mm, and the tooth width cannot be less than 100 mm. Total teeth the ratio of the height (with the slab) to the free opening cannot be less than 1/20 in simple supported single-span slabs, 1/25 in continuous slabs, and 1/10 in consoles TS500 11.3.2 In other words, it gives that error because your span is too much. ] Got it now. Thank you... Good work...