Karamba3D Discussions (725)

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Error calculating moments at support? Dear all, I have analyzed a 3D structure fixed to translation in x,y, z-direction and free to rotate in x,y,z-direction. Image shows that… Started by Leonardo	0	Oct 11, 2013
Large deformation component Hi all, I read the manual but I still don't understand exactly how the large deformation component works. why at the end of the iterations… Started by Francesco Ranaudo	3	Oct 11, 2013 Reply by Leonardo
Antifunicular of a two-dimensional arch Hi all, I have a question for you! I have a two-dimensional arch with a generic geometry and loads; it has a moment law. I would like to ch… Started by Leonardo	7	Oct 9, 2013 Reply by Leonardo
Eartquake and wind calculation Hi All, I wonder that how can I optimize a building in terms of eartquake and wind forces via octopus ? There is an example on the site of… Started by Berk Ekici	0	Oct 2, 2013
Error with karamba solver Hi i have the same error with all the example files which comes with karamba. Error in attachment error.jpg -Matti Pirinen Started by Matti Pirinen	2	Sep 28, 2013 Reply by Matti Pirinen
How to extract section forces after calculation for only few beams Hi ! I have performed a linear analysis with Karamba of a structural system composed by different "groups" (Path mapper as a three) of beam… Started by Leonardo	9	Sep 19, 2013 Reply by Niya S.
Scripting Karamba - errors Hello Karamba team, I was having some errors with my C# scripts when upgrading to 1.0.3 or 1.0.4 and GH 09.0056. I tried opening up the e… Started by Lucas Epp	4	Sep 12, 2013 Reply by Lara Alegria Mira
structural analysis of a Tunnel with Karamba? Hello, I'm trying to do a structural analysis of a tunnel (just a section (in the moment)). (Later, if possible, I will try a 3d model too.… Started by Martin Dembski	4	Aug 26, 2013 Reply by Martin Dembski
Shell export to Robot Hi. When trying to export shell elements - in this case mesh walls, to Robot, the walls only ends up as all the nodes/vertices of the mesh… Started by Rasmus Holst	1	Aug 23, 2013 Reply by Rasmus Holst
Load to mass conversion Hi Karamba. Here we go again... :) In order to do Dynamic analysis, it is needed to convert the loads on a structure to mass in the nodes… Started by Rasmus Holst	2	Aug 22, 2013 Reply by Rasmus Holst