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Where am I going wrong in the above project.. I would appreciate your help...You are using an out of date browser. It may not display this or other websites correctly.
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It gets stuck on the number of iterations, I can't finish the analysis
- Thread starter ACESTEPE
- Start date
Re: I CAN'T FINISH THE ANALYSIS AT THE NUMBER OF ITERATIONS, I CAN'T FINISH Sn ACESTEPE, The number of iterations is due to the fact that the stairs are idle and therefore are supported. For this reason, you need to pay attention to staircase designs, placement and support. Good luck with. Good work. N. YILMAZ
meryemakdil
New Member
The same is the case in my project, but there is no ladder and I don't have any idle support staff. Can you help me why is this happening?
Levent Özpak
New Member
Could you add the project file?"meryemakdil":27ldlkpo" said:I have the same situation in my project, but there is no ladder and I don't have an idle support element. Can you help me why does this happen?
meryemakdil
New Member
"Levent Özpak":394yu6i9" said:Can you attach the file?"meryemakdil":394yu6i9" said:I have the same situation in my project, but there is no ladder and I don't have an idle support element. Can you help me why is this happening?
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, Levent, how do I add snow load to vaulted roofs? as well as the roof? Why is this happening? I'm facing this problem in all my projects.nurgulkaya
New Member
Hello there; To learn the program logic,
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and
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watch the videos starting from modeling and apply it yourself. In your model, single joists are for the side facade, for example, for underfloor from the program logic of the secondary beam. Here you must enter an element with a steel beam. Apart from that, you have defined welded joints in all directions. The support condition of the welded joint is hinged in the program, your beams are hinged in both directions, they do not take moment. Your lovers are in one piece, so the model is also slow. You must know the logic of the program. First of all, there should be parts of which command is used where with which element and how it transfers the loads so that the model can calculate correctly. Therefore, it is very important that you follow the above videos step by step. I made the necessary arrangements in your project according to the program logic. With the steel beam command, the data of the stability beam and side beams are entered. The crosses on the roof were continued vertically to ensure the stability of the structure. We recommend using the butt plate joint for box/pipe profiles for the joint.