algorithmic modeling for Rhino
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inter-storey driftHello, How Can I calculate inter-storey drift of the floors by Karamba? To calculate drift, I should have the displacement of stories, bu… Started by hodjat alipoor |
0 | Feb 13, 2016 |
Scripting - Shell ElementHello, When I try to acess a ModelShell class in Karamba it returns me only one model with all the nodes indices. Is there a way that I ca… Started by Márcio Sartorelli |
3 |
Jan 28, 2016 Reply by Karamba3D |
2 emergent problem to solve in karambaaproblem in analysis old building and construction in reality problem1 how to describe the line of beam, and the extension part of beam (in… Started by jiaxing |
8 |
Jan 26, 2016 Reply by Karamba3D |
UntitledNo Description Started by jiaxing |
0 | Jan 19, 2016 |
Cable Net Structural AnalysisHi Everyone, I'm doing some exercises to explore irregular cable nets and I'm having some difficulty with the structural analysis of them.… Started by Pedro Giachini |
2 |
Jan 18, 2016 Reply by Pedro Giachini |
Mesh Breps component: how to get a better meshHi everybody, I am trying to create a mesh for FEM shell analysis using Karamba's "Mesh Breps" component. I have a quite simple revolution… Started by Stefan |
17 |
Jan 18, 2016 Reply by Stefan |
Optimize Crossec with different shapes of beamsHello Karamba-Team, is it possible to use the "optimize crossec" component not only for optimizing the dimension of one beamshape but also… Started by Dominik Simon |
1 |
Jan 14, 2016 Reply by Karamba3D |
Viewing numerical values of section forcesHi, I am using karamba to model a beam configuration, but when I am in the "Beam View" component and try to actually view on screen the "S… Started by Yafim Simanovsky |
9 |
Jan 11, 2016 Reply by Karamba3D |
MatrialsHello again, i just saw, that if i plug in one certain material for all elements to the assemble model component it somehow puts out two ma… Started by Dominik Simon |
3 |
Jan 10, 2016 Reply by Karamba3D |
Fluctuating Results in Structural Beam ModelHello everyone, I get strange results, that vary everytime I recalcualte the very same and unchanged stuctural model in Karamba. I'm analy… Started by Michel |
4 |
Jan 7, 2016 Reply by Michel |
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