algorithmic modeling for Rhino
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Make an group of beams only work as a compressive or tensile profileHi there, I was wondering how i can give data to a group of cross sections so that they can be defined as a compressive profile only or an… Started by Giorgio |
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Jan 4, 2019 Reply by Giorgio |
Karamba Displacement in terms of axisHi, Please, can someone tell me how Karamba 'Analyze THl' calculates the displacement output that it shows in 'Disp' option? More specifi… Started by Ajaz Ahmed |
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Dec 28, 2018 Reply by Karamba3D |
Loads or displacement issueHi, I am a beginner to use Karamba3D. In these couple days, I watched and practiced the whole tutorial videos on the official web pages. So… Started by Chen Chih Yuan |
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Dec 22, 2018 Reply by Chen Chih Yuan |
Karamba 3D components show "old“Karamba 3D 1.3.1 Rhino6 R11 When run "karamba setup_01_simple parametric beam.gh", some components show "old". Started by Sean |
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Dec 20, 2018 Reply by Sean |
Question about the mesh load.Dear all, I am new to Karamba and is currently working on facade analysis. I have some issue with the application of mesh loading and fin… Started by Lin |
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Dec 18, 2018 Reply by Lin |
Post tensioned beam modelHello everyone! I was trying to simulate post tensioned elements of a nerved vault (a ton of stone beams with a triangular distribution top… Started by vanhaster |
0 | Dec 18, 2018 |
Class 4 cross sectionsHello Karamba When I use Karamba, is there a way to "handle" class 4 cross sections and that they may lead to local buckling? Or is the b… Started by Silas Wettendorff Pedersen |
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Dec 5, 2018 Reply by Silas Wettendorff Pedersen |
output Elevation and sections with dimensionsHi, please i want to output elevation and sections with dimensions by grasshopper in this 3D wall, can u help me. thanks Started by tariq hilmy |
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Nov 28, 2018 Reply by tariq hilmy |
Karamba custom componentHi All, I'm having some trouble creating a custom component with a reference to Karamba elements. It's a C# visual studio project with a… Started by Merijn de Leur |
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Nov 13, 2018 Reply by Merijn de Leur |
Non-Linear Analysis - NewtonRaphsonHi, I am doing my final year project on finding the optimum pre-stress in cable domes using non linear analysis. I am using the NewtonRaph… Started by Mr A C Mason |
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Nov 12, 2018 Reply by Mr A C Mason |
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