"Hi,
does this problem only occur with load-values or other numbers (element tags, node tags) as well? The numbers should always have the same size in the view-port.
Best,
Clemens
"
generative modeling for Rhino
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karamba
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karamba's Groups
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Weaverbird - Topological…
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karamba's Discussions
installation - troubleshooting
1 Reply
Hello Tudor Cosmatu, hello Sebastien Perrault!We tried to reproduce your problems regarding the installation of Karamba but haven't succeeded yet.Could you please give us more detailed information…Continue
Tags: problems, misc, installation
Started this discussion. Last reply by BenjaminMoore Feb 1, 2011.
karamba's Events
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Sensing Steinhaus - Mapping Workshop
June 7, 2013 at 9am to July 7, 2013 at 7pm – Austria
karamba's Page
Latest Activity
karamba replied to Mira Conci's discussion Print Karamba model with load values in the group karambakaramba replied to Lara Alegria Mira's discussion Analyse component returns NaN (but is not red) in the group karamba"Hi Lara,
could you please internalize the geometry or add the corresponding Rhino file?
There is a problem with the felting component for it shouldn't crash despite of the fact that there is no geometry. Thank's for the…"
karamba replied to Lucas Epp's discussion Internal Forces from Modal Analysis in the group karamba"Hi Lucas,
the section forces are calculated from the nodal displacements with all loads removed. The displacement vector of the system gets scaled in such a way that its maximum component is unity.
Best,
Clemens
"
karamba replied to bunji izumi's discussion comparison with hand calculation of a simple beam in the group karamba"dear bunji,
when I open your definition I get a maximum utilization of 18.0%. Maybe the problem has to do with the windows local settings. In some countries (like e.g. Germany) '.' separates thousands and ',' separates the…"
karamba posted an event
Sensing Steinhaus - Mapping Workshop at Steindorf am Ossiacher See
July 3, 2013 at 9am to July 7, 2013 at 7pm
3rd to 7th of July 2013A workshop organised by SeMF, an architectural & art collective, intended for architects and visual artists who consider studying built space as inspiration for reinventing and enhancing its intrinsic qualities.The program of the workshop consists of an intense exploration of Günther Domenig’s Steinhaus (situated at Ossiachersee in Carinthia, Austria) and it’s visible and hidden properties. By the use of mapping strategies these properties can be isolated and will be…See More
karamba replied to Lara Alegria Mira's discussion Analyse component returns NaN (but is not red) in the group karamba"The 'element felting component' should work like described above. Did you test it?
Best,
Clemens"
karamba replied to Lara Alegria Mira's discussion Analyse component returns NaN (but is not red) in the group karamba"If you put the above described geometry into a LineToBeam component nodes 1 and 3 will be merged by default. In case you specify a negative number for 'LDist' the nodes will not be merged. The same is true for the assemble-component and…"
karamba replied to Lara Alegria Mira's discussion Analyse component returns NaN (but is not red) in the group karamba"Specify the spring stiffnesses in such a way that no kinematic system results. Analyse the model with the Eigenmodes component in order to make sure that your model has no loose parts.
Experiment with different values for your spring stiffnesses. If…"
karamba replied to Lara Alegria Mira's discussion Analyse component returns NaN (but is not red) in the group karamba"Hello Lara,
your model contains beam elements of zero length (one can see this by disassembling the model and checking the length of the beam axes). These zero length beam elements are infinitely stiff and therefore lead to a NaN (= Not a Number)…"
karamba replied to sawsan's discussion model in the group karamba"The script component in the attached GH definition reads out the properties of arbitrary Karamba cross sections.You have to point the component to where Karamba is installed: right-click on the component, select 'Manage Assemblies...' and…"
karamba replied to Martin Dembski's discussion Access to Profile Attributes in the Cross Section Table? in the group karamba"The script component in the attached GH definition reads out the properties of arbitrary Karamba cross sections.
You have to point the component to where Karamba is installed: right-click on the component, select 'Manage Assemblies...' and…"
karamba commented on karamba's group karamba"In order to install Karamba 1.0.3. with the latest release of Grasshopper 0.9.0052 or higher you need to change the Karamba installation path to the folder where Grasshopper resides. This can be e.g.…"
Javier replied to karamba's discussion Karamba - user problems in the group karamba"Hi!,
I have a problem with Karamba. Every time I try to change any input from "Assemble model" component, Karamba becomes in red and gives me this message:"Assemble Model" [Error:solution exception:Attemped to read or write…"
Alexey Melnikov commented on karamba's group karamba"Hi! Is there any way to make Karamba work with GH 0.9.0053?"
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Karamba's Blog
karamba video tutorial 02 - simple parametric truss
http://www.youtube.com/watch?v=D7CRgV1652k
this video tutorial subsequently continues the first tutorial and explains using…
ContinuePosted on June 11, 2012 at 7:37am
karamba video tutorial 01 - simple parametric beam
http://www.youtube.com/watch?v=NSpA5uveAaA
this video tutorial explains the first steps using karamba, creating a parametric structural model.…
Posted on June 11, 2012 at 7:29am
Music Pavilion - Salzburg Biennale 2011
The primary design intent for the art pavilion was to create a recognizable presence for contemporary productions in Salzburg, a city that is predominantly known for classical music. The main user of the pavilion is the Salzburg Biennale, a festival for contemporary music.
A 2-meter long aluminum profile is arrayed to create oscillating spatial effects. The single sticks merge into a mass-like structure that changes its appearance during the day according to different light conditions.…
ContinuePosted on January 27, 2011 at 5:30am — 1 Comment
karamba - parametric structural analysis
karamba is an interactive structural analysis program at the interface between architecture, design and engineering. It closes the gap between parametric design and statical assessment.
If you would like to test karamba download it from
http://www.karamba3d.com/downloads/
or …
ContinuePosted on December 13, 2010 at 5:00pm — 76 Comments
Comment Wall (2 comments)
- At 4:59am on February 25, 2013,
djordje said… Hi Karamba,
I know that all of you are quite busy and trying to help users as much as you can.
As was just wondering if you could take a look at thistopic related to buckling of members in Karamba. Robert started replying but, he might be busy until the end of the week.
So if you have some tiny amount of spare time, I would be very grateful.Danke.
- At 6:07am on January 23, 2012,
andreas P said… I understood the FFFcomponent as a tool to eliminate the less used beams.
the TCE defines the most usage in compression <OR> tension. i think i need both criteria.
+ there is the old problem of leafing single beams, what doesn´t look useful at all.
-however I just wanted to redefine our work of the workshop - i wasn´t able to craete the same structure -yet !
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