Grasshopper

algorithmic modeling for Rhino

All Discussions Tagged 'karamba' (42)

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Discussions Replies Latest Activity

Adding colour to Karamba model

Hi, I am currently testing loads on a series of trusses with Karamba and the deformed model seems to be behaving correctly when I apply a…

Started by Rebecca Cooper

3 Nov 6
Reply by karamba

Karamba - user problems

please post here in case of karamba problems !

Started by karamba

150 Nov 4
Reply by Maurice Sambora

Help with Converting Parametric Building Model to Elements for Assemble Module

Hello! I'm an undergrad working on a summer research project with the aim of minimizing embodied carbon by optimizing the material quantiti…

Started by Tess Hegarty

10 Oct 17
Reply by karamba

Glulam Simulation

Hi all, Am attempting to simulate a glulam structure for a project we have in school... Specifically the product we're working with is  …

Started by Kendrick Tay

4 Oct 4
Reply by karamba

Large deformation component, applied force and iterations

Hi everyone, I have some questions about the "large deformation" component. I don't understand the relationship between the applied force,…

Started by Davide Girardi

2 Sep 29
Reply by Davide Girardi

Tie rod problem

Hi,  I try to modelize a bridge with an arch and some tie rods which are not vertical. But my tie rods are not reacting like I wish. So I m…

Started by Gregldr

1 Sep 27
Reply by karamba

Same cross section with different Ids

Hi everyone, is there a way to make the "Optimize cross section" component set the same cross section for two (or more) groups of beams wit…

Started by Davide Girardi

2 Aug 1
Reply by Davide Girardi

Bending Moment Utilization Caculations

Hello,  I'm trying to calculate the bending moment utilization for a CHSC to verify how Karamba's utilization element performs its analysi…

Started by Tess Hegarty

4 Jul 17
Reply by karamba

Conversion from principal stress/force to global coordinates

Hi all, I am trying to get the stresses of a shell in the global directions (e.g. X and Z) instead of the principal stresses. Is there a w…

Started by Simon Clavelin

2 May 16
Reply by Simon Clavelin

Mesh loads: point load generation and meshing issues

Hi all! I am working on a structure composed entirely by shells; therefore I mostly use the mesh load component to generate equivalent poi…

Started by Simon Clavelin

2 May 15
Reply by Simon Clavelin

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