M mühendise New Member Dec 16, 2017 #1 Hello friends, which analysis should I consider, semi-rigid analysis or full-rigid analysis. While my cantilever beams give deflection error as a result of full rigid analysis, semi-rigid analysis results do not give an error.
Hello friends, which analysis should I consider, semi-rigid analysis or full-rigid analysis. While my cantilever beams give deflection error as a result of full rigid analysis, semi-rigid analysis results do not give an error.
N NYILMAZ New Member Dec 16, 2017 #2 There are many posts on the forum about this. I think it will be helpful if you mix it up a bit. For example: You do not have permission to view link Log in or register now. Click the link below to watch the ideCAD video You do not have permission to view link Log in or register now. other links; You do not have permission to view link Log in or register now. You do not have permission to view link Log in or register now.
There are many posts on the forum about this. I think it will be helpful if you mix it up a bit. For example: You do not have permission to view link Log in or register now. Click the link below to watch the ideCAD video You do not have permission to view link Log in or register now. other links; You do not have permission to view link Log in or register now. You do not have permission to view link Log in or register now.
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