Slab blocks work as different rigid diaphragms within themselves. If there is no physical connection between the slab masses, each slab mass must be resolved as a rigid diaphragm. Since your structure is dilated and moreover, there is a level difference in the slab blocks, there is no integrity between the slabs. Therefore, the structure cannot be solved as one rigid diaphragm.You have to define two different diaphragms."huseyinakkus56":33lg2i8d" said:The project is dilated and the ribs are different on both sides of the dilatation.. In this case, do you think it would be a problem to solve it in a single diaphragm? Also, what is the logic of this business? ?
In my previous message As I wrote, you can edit the indices in the Floor Parameters as you wish.In the attached sample screenshot, different rigid diaphragms are given the same index."huseyinakkus56":2scls3i4" said:I got it, Thank you very much Hakan, How can I solve this naming problem if I solve it with separate diaphragms?
Hello, I am using the latest version of the program, I could not find the index part in the floor parameters, I would be glad if you could help with this."HakanŞahin":22azdc1j" said:As I wrote in my previous message, you can arrange the indices in the Floor Parameters as you wish. In the attached example screenshot, the same index is given to different rigid diaphragms."huseyinakkus56":22azdc1j" said:I got it, Thank you very much Mr. Hakan. Well, how can I solve this naming problem if I make a solution with separate diaphragms?
Hello, In the latest version 8.62, floor indices are in Floor General Settings."e.zrl":1kj7x8az" said:[Hi, I'm using the latest version of the program, I couldn't find the index part in the floor parameters, I would appreciate it if you could help me.
Hello, The program automatically detects the rigid diaphragms in dilated structures. ."huseyinakkus56":3rzfjkdo" said:Hello again.. I want to have the structure analyzed as two different diaphragms in v10.03, where can I do this? There is dilatation in the structure, two different blocks The system works as.
Since version 8, rigid diaphragms are automatically detected in dilated structures and no warning is given. You can see the rigid diaphragms as in the picture I added in the previous message from the analysis model. If there is not more than one rigid diaphragm in your system, if you add your project, we will review it."huseyinakkus56":2585asqk" said:I mean, a large structure is separated by dilatation. I want to solve them as two different diaphragms. When analyzing, I say "solve as two different diaphragms" I did not come across an option. I want to do this myself. Let me ask you beforehand: Is it okay to solve this as a single diaphragm? If so, how can I solve it as two diaphragms?
In the project you added, there is dilatation in 14-15 axis and both rigid diaphragms are correctly fixed on all floors. Stair supports need to be arranged according to the solution conditions together with the structure."huseyinakkus56":1k1iy9oi" said:Levent, can you also solve the stairs on the right side of the project together with the building? https://we.tl/t-OzptWEwwn9]https://we.tl/t-OzptWEwwn9[/url]
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