No Elements Under the Effect of Normal Force in the Project

S

serdagi

New Member
Hello, I have been dealing with the attached project for a long time. In the report, I get a warning as "No Elements Under Normal Force Effect in the Project". I don't understand what you mean by that, what did I do wrong. Apart from that, I also get warnings from the "Join", "Conflict Check" controls under the "Steel Design" menu. How do I fix these? I ask for your help.
 
I couldn't see any errors in the project. I made minor changes in the analysis options. There is no problem. You should download the merge conflicts as much as you can, but it is very difficult to download 0 conflicts.
 
Hello there; As you mentioned, I can't see a warning that there is no element carrying axial force. I would appreciate it if you could explain it more clearly, perhaps with a picture. I made changes in the analysis settings regarding ductility levels and R coefficients. There is no need for a high level of ductility in this structure. The high level of ductility in the joints will lead you to uneconomical plate sizes. Visuals will help with conflict checking. Good work.
 
Thank you for the answers, I've fixed all the problems except Joins, Joins are not a hindrance to implementation as far as I understand.
 
Hello there; What is the problem you can't solve? If by application you mean the construction of the field, it is not possible to apply without the appropriate combinations. However, if you mean to make the element design correctly and get the reports, the lack of combinations does not pose any problem. Good work.
 
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