Hi everyone,
First of all I apologize for my bad english. I’m an architecture student that was trying to learn karamba. Now, i’m using karamba1.3.3 and I’m trying to analyze a water tower creating a shell and applying an orizzontal load and a vertical load. I have a problem with the commad “nodal displacement” because every node of shell has a “zero displacement” with vector (0,0,0). It is strange as “model view” gives me 23 value of maximum displacement. I Attached the file im working on.
Thank you in advance
Talio Li
Water tower.gh (117.5 KB)
Hi, you need to select a loadcase that has deformations. The first load case has 0 displacements and therefore no results. Just select the loadcase and you will see results
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thank you, tomorrow i will do