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Search Results (3,199)

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Discussions Replies Latest Activity

"Hi Clemens, Alright! Thank you very much for the support ;-) Looking forward for th…"

Simon Clavelin replied May 16, 2017 to Conversion from principal stress/force to global coordinates

2 May 16, 2017
Reply by Simon Clavelin

"Hi Glulam. This error occures when the structures is ill-conditionated. Check the su…"

Marco Pellegrino replied May 19, 2017 to Glulam Simulation

4 Oct 4, 2017
Reply by Karamba3D

"Hi Shabnam, you can use such cross sections for optimization (see manual for details…"

Karamba3D replied May 22, 2017 to arbitary cross section

3 May 22, 2017
Reply by Karamba3D

"Hi Kendrick, at the moment (version 1.2.2) there is this limitation for the transver…"

Karamba3D replied May 22, 2017 to Glulam Simulation

4 Oct 4, 2017
Reply by Karamba3D

"Hi Lukas, you could use short springs to connect the beams of the different layers:…"

Karamba3D replied May 22, 2017 to Intersectiom Joints

3 May 29, 2017
Reply by Karamba3D

"Hi Balazs, you can use the principal values of the moment of inertia of the cross se…"

Karamba3D replied May 22, 2017 to Angular steel cross sections to cross section table

10 May 31, 2017
Reply by Balazs Kisfali

"Hi Clemens, Thanks for your answer. Can I add more columns to the CrossSectionTable?…"

Balazs Kisfali replied May 23, 2017 to Angular steel cross sections to cross section table

10 May 31, 2017
Reply by Balazs Kisfali

"Dear Balazs, if a beam is not supported along its axis, buckling will always occur a…"

Karamba3D replied May 24, 2017 to Angular steel cross sections to cross section table

10 May 31, 2017
Reply by Balazs Kisfali

"Hi Clemens, Thanks for the reply. Regards, Balazs"

Balazs Kisfali replied May 24, 2017 to Angular steel cross sections to cross section table

10 May 31, 2017
Reply by Balazs Kisfali

"Hi Clemens, I have encountered an error, pls see attached. I checked several times b…"

Balazs Kisfali replied May 24, 2017 to Angular steel cross sections to cross section table

10 May 31, 2017
Reply by Balazs Kisfali
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