Advice on cassette flooring design and sample

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ssesli

New Member
Hello, I am trying to pass a 16m span with cassette flooring in the attached area. In the current situation, the system does not give any errors. However, it normally gives 20 pieces of reinforcement as sub-reinforcement to the beam (50/120) that I defined with a span of 16 m, which will not fit the beam dimensions. Is there a problem with the system? I am waiting for the help of your colleagues who will give advice on ergonomics or who have worked with cassette before. Thanks File;
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I urgently need your reply regarding suggestions. The file size is 125mb, I don't understand why it got so big. If not, I'll make a solution with a fully rigid diaphragm and add it again.
 
"ssesli":37um3zsm" said:
Hi, I am trying to pass a 16m span with cassette flooring in the attached area. At the current situation, the system does not give any error. As a result, it gives 20 pieces of reinforcement, which will not fit in the beam dimensions. Is there a problem with the system? I am waiting for the help of my colleagues who will give advice in terms of ergonomics or who have worked with cassette before. Thanks File;
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"soundli":37um3zsm" said:
File Its size is 125mb, I don't understand why it has grown so much. If not, I'll make a solution with a fully rigid diaphragm and add it again.
Click to expand...
It is normal for the file size to increase as the node point increases. You can save the project as cde.
 
My first recommendation is to increase the beam widths, at least as much as the column width, I think it would be healthier. Column 2-S9 in the basement and column 2-S8 above (ground floor) do not overlap. The curtain thicknesses are insufficient according to the floor heights. Geometry control already said this.
 
Hello. you have pushed your beams quite hard by applying an extra live load. Do not enter live loads on the beams unless there is a very special situation. Of course, this is at your discretion. It is sufficient for the beams to take the loads specified in TS 498 from the floors only. which I think will relax beams equipped with 20f18.
 
Thanks for the recommendations. The 50' beams seem pretty big to me. Also, the subject of live load on the beams is always on my mind, so let me try that. Do you think it is correct to create a rigid diaphragm for floors separately within the floors, or to accept a single rigid diaphragm on each floor? I fixed the error about the colon. Thanks
 
Hi, There was not much advice on the subject, but there was a change in the project and we canceled the 16mt spans. Currently, there are 8mx8m slabs in my project in a neat and proportional manner. While designing this, I created 40x80 beams and 70x70 columns with 22 cm slab flooring. I also solved the 8x11m gap in a separate dilatation with a 55cm high 20cm wide 120x120 cassette opening cassette. Flooring thickness in cassettes is 12 cm and main carrier beams are 40x100 in 11m spans and 40x80 in 8mts. There does not appear to be any problem in the system, but I wonder if I should make 80 cm in 11mt beams while laying cassette. Of course, I await your advice. Best regards,
 
It is not right to expect a recommendation without a project. The project you are talking about is not an ordinary thing so that your friends can write something. Each project is a subject that needs to be evaluated in itself.
 
Hi, I am sending the link about the Project.
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What I want to ask is, is it correct to put beams of 100 cm height in 11 meters of span, or would it be sufficient to connect beams with a width of 70 and a height of 55 cm?
 
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