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Turkish Wishing everyone a good start to the week; There is no problem in the analysis results of the structure I have modeled. However, I think there is a problem with ladder analysis. I ask forum officials and members who have knowledge about the subject to help me. (The support conditions were arranged according to the solution together with the structure and the analysis was made by selecting the semi-rigid diaphragm option.)
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Analysis and drawing of the ladder
- Thread starter fthylmz
- Start date
HakanŞahin
Administrator
Hello, Mr. Levent answered the similar question you asked in another thread.
"Levent Özpak":3hra0lve" said:In Ver 8, stair supports cannot be arranged together with the building according to the solution conditions. Arrange the supports and enter the stair loads according to the solution conditions independent of the structure."ftthylmz":3hra0lve" said:version 8 includes 'supporting condition for solution with structure'. I understand that you do not have such a feature from what you said, did I misunderstand, did you want to tell something else? My main question is that I want to solve the ladder and the building together in the project I sent. I made the support on the ladder accordingly. 1-Are my support conditions correct for the solution with the structure? 3- In such a solution, is it necessary to enter the stair load to the relevant elements?You can make a semi-rigid solution. Even if the stair supports are arranged according to the solution conditions independent of the structure, a semi-rigid diaphragm solution can be made. Good work2-Since I solved the ladder together with the structure, I did my analysis by creating a semi-rigid diaphragm, right?
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HakanŞahin
Administrator
"Levent Özpak":2hvc5b8p" said:Currently, stair supports cannot be arranged according to the solution conditions together with the building in Ver 8. Arrange the supports according to the solution conditions independent of the structure and enter the stair loads.