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Turkish Hello there. I modeled the attached project twice. There are situations in the tiles that I cannot solve and understand. You can see it in the 3D window. Moments turn out to be interesting and my D12 tile in the lower right corner doesn't seem to be fully calculated. The moment diagrams on the slabs are also interesting. For this reason, the equipment is also very different. What is the problem? I would be glad if you help.
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Laying mistakes
- Thread starter celikbey
- Start date
Levent Özpak
New Member
Hello, In the project, the mesh is not formed correctly in the slab analysis. The problem is caused by D01 tiles. Also; - The elevation of the floors on the Bb axis is not compatible with the beams to which they are connected. If the floors will not be attached to the beams, the beams should be a few cm. Floor edges should be drawn through it and parallel to the beams. -Continuous foundations should be connected from the nodal point of the panels (Tk1-Tk16) Good work"celikbey":2kjakxwm" said:Hi. I've modeled the attached project 2 times. There are cases that I can't solve and understand in the tiles. You can see it in the 3D window. The moments are interesting and my D12 tile in the lower right corner seems not to be calculated exactly. The moment diagrams on the slabs are also interesting. That's why equipments are also very different.I wonder what is the problem? I modeled the attached project twice. There are situations in the tiles that I cannot solve and understand. You can see it in the 3D window. Moments turn out to be interesting and my D12 tile in the lower right corner doesn't seem to be fully calculated. The moment diagrams on the slabs are also interesting. For this reason, the equipment is also very different. What is the problem? I would appreciate your help.
Ismail Hakki Besler
Administrator
"celikbey":1n0is1q5" said:Thanks. I don't understand how or where I left a semi-rigid diaphragm. Although I think the program should still solve these errors if we want a fully rigid diaphragm. But this will do the job urgently. Thank you.[/quote ] Assumption of rigid diaphragm is valid only if the floors are in horizontal plane.If you have inclined beams and slabs in the system, the assumption of rigid diaphragm may not yield very accurate results.