Insertion point in Beams elements #83
Replies: 5 comments 2 replies
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We can mimic this behaviour by creating a "wrapping" element in C++ that deals with the necessary transformations for linear elements (elastic beams, force beam columns, displacement beam columns, etc.) and maybe for shell elements too. If someone wants to take the lead of this development I'll be glad to provide support. |
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Thanks, @lcpt. I want to do this, but unfortunately I'm not familiar with c++ language. I will start to learn c++ soon. |
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Your knowledge about Python will help you a lot. If I can help, please ask. |
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What is the best references for learning c++? Thanks. |
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Thanks, @lcpt. I will start it soon. |
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Hi @lcpt. As you know beams on structures most of the time align from top. If we want to consider this situation in XC, it there any suggestion:
examples in steel and concrete structures in ETABS:
related link:
https://wiki.csiamerica.com/display/kb/Insertion+point
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