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Turkish Hello friends, I'm doing my first project, can you please check my project and check if I have any mistakes? Do you have a particular problem with the ladder? I solved it together with the structure in the program, but I did not get much result. What will be the stair support conditions in the solution independent of the structure, and how will I affect the stair loads on the structure? Please help..
My first project, is there a problem with the ladder?
- Thread starter enciniir
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ilkerabbas
New Member
Re: My first project 
Levent Özpak wrote: In version 8 there is '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 ladder load to the relevant elements? In Ver 8, stair supports cannot be arranged according to the solution conditions together with the building. Arrange the supports and enter the stair loads according to the solution conditions independent of the structure. 2- Since I solved the ladder together with the structure, I did my analysis by creating a semi-rigid diaphragm, is it true? 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 work
Levent Özpak wrote: In version 8 there is '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 ladder load to the relevant elements? In Ver 8, stair supports cannot be arranged according to the solution conditions together with the building. Arrange the supports and enter the stair loads according to the solution conditions independent of the structure. 2- Since I solved the ladder together with the structure, I did my analysis by creating a semi-rigid diaphragm, is it true? 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 work