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I just created custom sections by importing dxf in the tool "define a section" according to the catalog of a manufacturer of cold formed steel, I made the model and the analysis and I noticed that Robot displays erroneous values and yet it confirms in the verification of the structure that everything is fine with a profile thickness equal to zero!
who has an ide in this problem? the section and double profile pusic robot refuses to make double profiles according to the AISI standard. Thank you
You can also see this webinair: "How to creat and run code verification of user defined section"
https://www.youtube.com/watch?list=PLY-ggSrSwbZqow_60fiqJwS69mg1nQMzk&time_continue=2&v=joVyqoPnLU4
Hi @anwardawadi
Robot cannot run the verification thin walled-walled sections according to the US steel codes. The only supported one is European EC3.
If one or more of these posts answered your question, please click Accept as Solution on the posts that helped you so others in the community can find them easily.
Artur Kosakowski
Ultimately, I had to make a DIY, putting side by side tow columns as being a double standard profile and only section that robt requires (Old designations).
Thinks for all.
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