Karamba3D

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Comment by Karamba3D on August 6, 2019 at 4:45pm

A new scripting guide with examples for Karamba 1.3.2 can be downloaded from https://www.karamba3d.com/download/#manual.

Comment by Karamba3D on June 9, 2019 at 7:24am

All Karamba3D licenses issued so far work for Karmba3D 1.3.1.

Comment by Pedro Abejaro on June 8, 2019 at 1:12pm

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!

Comment by Karamba3D on May 2, 2019 at 3:05am

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

Comment by Karamba3D on April 16, 2019 at 1:46pm

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

Comment by Wilinton Felipe Colunche Núñez on April 14, 2019 at 10:20pm

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.

Comment by Karamba3D on March 26, 2019 at 2:11pm

Hi Lu,

I will take a look at it. Best C.

Comment by jiaxing on March 23, 2019 at 12:58pm

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?

Comment by radhika agrawal on March 13, 2019 at 12:46am

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  

Comment by Wilinton Felipe Colunche Núñez on February 6, 2019 at 9:00pm

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

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