Karamba3D Discussions (725)

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Retrieve stresses in shells I wish to retrieve the stresses in the outer fibers of a shell where both moments force and normal forces are acting. I have tried: 1) Usi… Started by Timo Harboe Nielsen	1	Oct 4, 2017 Reply by jjsolly
Eigenvalues Hi all, I am finding out how the compare the stiffness of plate structures. I started with a simply supported column with a unit load of 1… Started by Stefan Slangen	2	Oct 3, 2017 Reply by Stefan Slangen
Stiffness of Trianglated Beam Shell structure Calculation Dear Karamba Team, I wondering if I could check the stiffness of a trianglated beam shell structure in Karamba? Thank you a lot!! Best,… Started by Lei Yang	9	Oct 2, 2017 Reply by Karamba3D
Beginner - 3D high rise building model cross sections optimization Hello, I'm totally new to Karamba, I went through some basic examples (including 'high rise' one and 'shell bridge optimization') and some… Started by Wujo	3	Oct 2, 2017 Reply by Karamba3D
different shell thickness in Karamba 1.3.0 build 170914 Dear Karamba team, I've opened a file made with an earlier version of karamba than the one my colleague installed on the DMS workshop l… Started by Rense Vandewalle	2	Sep 29, 2017 Reply by Karamba3D
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, 2017 Reply by Davide Girardi
Disassemble beam Hi, in one of your previous version of karamba there was "disassemble beam" component, that was useful combined with "line to beam" compone… Started by Davide Rando	1	Sep 28, 2017 Reply by Karamba3D
Cross sections Hi, i was trying to make a double layer of wood laths , starting from the axis of the section, and i was using the component cross sections… Started by Davide Rando	2	Sep 28, 2017 Reply by Davide Rando
Nonlinear concrete analysis Hello, Is it possible to modify second-order analysis so that Karamba would use stiffnesses calculated using a custom VB-code block? I'm t… Started by Tuomas Lehtonen	2	Sep 28, 2017 Reply by Tuomas Lehtonen
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, 2017 Reply by Karamba3D