algorithmic modeling for Rhino



Karamba is an interactiv, parametric finite element program for shell and beam structures.

Current Version: 1.1.0 (February 13th 2015)

Location: Vienna
Members: 576
Latest Activity: 16 hours ago

karamba is an interactive, parametric finite element program. It lets you analyze the response of 3-dimensional beam and shell structures under arbitrary loads.

karamba is being developed by Clemens Preisinger in cooperation with Bollinger-Grohmann-Schneider ZTGmbH Vienna.

Download the free version for non-commercial use only. In case you want to purchase a commercial license contact us via or read the manual for details.


download, manual: or

examples (require GH 0.9.0014):

update report/known bugs:

Here a beam structure based on stream-lines with bending moments:


More details, manual, examples and download ....



Discussion Forum

Global Buckling 1 Reply

Hi Guys,I've tried to…Continue

Started by Marco Pellegrino. Last reply by karamba 16 hours ago.

Mass of a unit element 1m*1m*1m 5 Replies

Hi guys,I don't know what is the…Continue

Started by Ibrahim. Last reply by Ibrahim Oct 6.

isolines values 3 Replies

hi i am looking for a way to see the values ​​of the deformation on the model rendering Karamba , the deformation isolines mark the division between colors, but can not see the values ​​of each. You…Continue

Started by Llordella Patricio. Last reply by Llordella Patricio Oct 5.

Defining pinned vs welded connections 3 Replies

Hi,I'm working with Diagrid structures for my research project and am modelling them thorugh Karamba. How do I know what exactly are the connections being assumed when I model the diagrid structure…Continue

Tags: connection, pinned/welded, Karamba

Started by Sabeeshan Kulenthiran. Last reply by karamba Oct 4.

Comment Wall


You need to be a member of karamba to add comments!

Comment by karamba on September 19, 2015 at 9:02am

Dear all,

in case of questions please open new discussions (see above). They are easier to find and to follow than entries on the comment wall.



Comment by Andrei Raducanu on April 20, 2015 at 6:52am

Hi, Rafael! I did, but i didn't manage to get what i wanted. I used the prescribed displacement component with an input vector and a force acting on the points of the prescribed displacement hoping that once the amplitude of the vector is reached, the points don't move any further, but they di surpass the length of the vector...

Comment by Rafael Pastrana on April 20, 2015 at 5:23am

Hi Andrei, have you had a look to the "prescribed displacement" component? I guess this one will help you out with what you want. cheers, Rafael.

Comment by Andrei Raducanu on April 20, 2015 at 3:26am

Hi, Rafael,

The problem with this method is that the model won't consider internal stresses. The moving has to take place after the point is converted to a support variable.

Comment by Rafael Pastrana on April 20, 2015 at 3:19am

Hi Andrei,I guess you would need to move the point that defines the aforementioned support in order to do that.



Comment by Andrei Raducanu on April 19, 2015 at 2:30pm

Hi all,

Is there a way to move supports by a certain distance in a certain direction?

(say i have a shell and i want to move one of its vertexes and see what stresses appear)

Comment by Elisa Cheung on April 19, 2015 at 9:15am


What do you mean by placing two elements in the same spot? Wouldn't that give me two separate beams? 

Comment by Andrei Raducanu on April 18, 2015 at 3:03pm

What I don't get is why in the simply supported plate and beam examples one of the ends doesn't move horizontally when the beam/plate gets bent.

It does have the freedom to do so and in order to keep the length constant it should do so, yet it doesn't. Please answer if You can

Comment by Andrei Raducanu on April 18, 2015 at 9:44am

Can curved folding simulations be done using Karamba?
Something along these lines :

Comment by karamba on April 15, 2015 at 12:03am

Elisa, you could try to place two elements in the same spot. One with, one without eccentricity and add corresponding loads to them.

Best, C.



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