algorithmic modeling for Rhino
Karamba3D is an interactive, parametric finite element program. It lets you analyze the response of 3-dimensional beam and shell structures under arbitrary loads.
Karamba3D is being developed by Clemens Preisinger in cooperation with Bollinger und Grohmann ZTGmbH in Vienna.
Download a free trial now! Licenses for educational or commercial purposes can be purchased at www.karamba3d.com/buy.
downloads, manual:
https://manual.karamba3d.com/ or
www.food4rhino.com/app/karamba3d
examples (for Karamba3D 1.3.2):
release notes:
www.grasshopper3d.com/group/karamba3d/page/new-features-and-bug-fixes
scripting guide & examples:
https://www.karamba3d.com/download/#manual
repository with unit tests:
https://github.com/karamba3d/K3D_tests
Here a beam structure based on stream-lines with bending moments:
More details, manual, examples and download ....
This grasshopper discussion forum is no longer maintained - please post all questions on the McNeel Forum. Thank you
Hello, I have a question about the principal stress direction analysis result from karamba.The first principal stress direction (PSD) is usually defined as the direction of the largest principal…Continue
Tags: direction, stress, principal
Started by X.Arthur.Ma. Last reply by William Chec Sep 11.
Hi,I'm modelling steel warehouses for my thesis but I'm running into problems. When specifying that the beams elements should act as trusses, it shows very large deflections at certain locations. The…Continue
Started by Niels Hofstee. Last reply by Charlie Flint Jun 20.
Hey,I am going to analyze a kinetic structure that transforms by sliding movement like telescopic piston. However I failed to define the cirrect joint. In a simple explanation, imagin two beams (A,B)…Continue
Started by mahnaz bahremandi Feb 5.
please post here in case of karamba problems !Continue
Started by Karamba3D. Last reply by Abraham Shkolnik Dec 22, 2022.
Comment
I have updated to Rhino 6.14.19118.. Before this i used karamba3d 1.2.2 in a early version of rhino6. My question is if it is possible to update my student license from Karamba3d 1.2.2 to 1.3.1? the main reason for this is because i want to check KarambaIDEA plugin and it is only available for Karamba 1.3.1
Thank you in advance!
We are glad to be once again hosting a Karamba3D workshop in Vienna.
July 3-5 2018
Early bird rates until May 10.
Details can be found at https://karamba3d.com/workshops
Hi Wilinton, could you please open a new discussion for the topic? There it would be easier to communicate.
You definition is quite large and complex. For debugging try the divide and conquer method: Split up the definition into meaningful parts and test the parts individually.
Best,
Clemens
Hi all. I am modeling a metal cover, but I have designed it separately (beams and belts separately); I've done that because I designed all the coverage together and then I designed it in the sap or etabs program and compared the results and they were very different (I did not have this design ordered, but I did it in a quick way to check, so I did not I upload said file).
My question is how can I get equal results in both grasshopper (karamba) and in Sap or Etabs; what conditions should I take into account to model the entire coverage and what should be considered in the beam-belt nodes (intersection node)?.
IMetal%20Coverage.gh upload my file in grasshopper where I design beam and strap separately, but the visualization is of all coverage. I hope you can help me. Thank you.
Hi Lu,
I will take a look at it. Best C.
dear Clemens and Robert, miss you two so much, It's me Lu
So further I go in Beijing with the ability taking your two great help in Vienna
May I ask a little thing, the 4 BESO in karamba rhino6 testExamble is not work, is there anyway to get those download to see how the example wors?
Hello,
I am working on branching column fabric formwork system and I have 2 doubts:
1) how can I take the kangaroo solid concrete element to karamba analysis for stress
2) how can I module the branching column line element path in karamba according to the given load
My aim is to optimise the fabric formed vertical system in-terms of reducing the stress and volume and form-finding of this system to the given load and support conditions
Hi all Is it possible to create other cross sections? And if that is possible, how can I do that ?, some reference (book, chapter, ....) Thank you
Could it be a render scale / visualization issue? @Arthur
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