German 
French 
Spanish 
Portuguese 
Italian 
Arabic 
Russian 
Japanese 
Turkish You are using an out of date browser. It may not display this or other websites correctly.
You should upgrade or use an alternative browser.
You should upgrade or use an alternative browser.
cassette flooring
- Thread starter kasky
- Start date
You crossed spans of more than 9 m with 30/60 beams, I would have done at least 35/70 even if the deflection and sections saved. If you increase the cassette flooring parameters a little bit, both the flooring will be stronger and it will be easier to manufacture. For example, you can make the cassette beam widths 20-25 cm and make the beam spacing 50 or more (if a suspended ceiling is to be made). Finally, you better pay attention to the live load, it is clear that the structure you sent is not a residence.
for your answer thanks, actually my question would be, since the slab is not rectangular, so how can we create cassette slabs in such structures, should we take into account the errors given for the cassette in the geometry control (I will arrange elements such as live load, beam dimensions)"Godfrey":2039nlgz" said:You passed the spans of more than 9 m with 30/60 beams, I would have done at least 35/70 even if the deflection and sections were saved. If you increase the cassette flooring parameters a little, both the flooring will be stronger and the floor will be stronger. For example, you can make the cassette beam widths of 20-25 cm and make the beam spacing 50 or more (if suspended ceilings will be made). Finally, you better pay attention to the live load, it is obvious that the structure you sent is not a residence.
Levent Özpak
New Member
"kasky":1d37ti0e" said:thanks for your answer, actually my question would be, since the slab is not rectangular, so how can we create cassette slabs in such structures, should we take into account the errors given for the cassette in the geometry control (I will arrange elements such as live load, beam dimensions)[/ quote] Hello, There is an angle difference between the teeth of some cassette slabs in your project. Angled cassette slabs are not constantly drawn with each other. Therefore, you may ignore the warning. However, the calculation beams of cassette slabs that are continuous with each other should be continuous.(Example D25-D26-D14) Also; *TK26 Continuous foundation is not connected to the joint point of BAP04-BAP05 panels. Basic data input should be like foundations under BAP01-BAP02. *Upper rigid basement floor number should be -2. Good work