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Discussions	Replies	Latest Activity
"I have concerns regarding unit conversion between SI and Imperial. Of particular con…" Maurice Sambora replied Nov 4, 2017 to Karamba - user problems	250	Dec 22, 2022 Reply by Abraham Shkolnik
"Hi, the buckling modes are calculated using a linear buckling analysis. The buckling…" Karamba3D replied Nov 6, 2017 to BUCKLING and SPECTRAL ANALYSIS	1	Nov 6, 2017 Reply by Karamba3D
"Hi Rebecca, the source of the problem could be that there are multiple, coincident e…" Karamba3D replied Nov 6, 2017 to Adding colour to Karamba model	3	Nov 6, 2017 Reply by Karamba3D
"Hi Earth, you could use the 'Mesh Breps'-component of the Karamba/Utilities section…" Karamba3D replied Nov 6, 2017 to Member forces due to a load on deck	1	Nov 6, 2017 Reply by Karamba3D
"Hi Maurice, the data in the cross section tables is in SI units and gets converted t…" Karamba3D replied Nov 6, 2017 to Karamba3d - US HSS Sections - SI to Imperial Unit Conversion	1	Nov 6, 2017 Reply by Karamba3D
"Hi Matej, the numbering of the shell elements corresponds to the order of the mesh f…" Karamba3D replied Nov 6, 2017 to Orientation of shell elements	1	Nov 6, 2017 Reply by Karamba3D
"what do the numbers mean on the displacement and utilization. i know they are for de…" abdullah y. ibrahim replied Nov 7, 2017 to Stress value display on nodes	7	Nov 7, 2017 Reply by Karamba3D
"for the usability limit state one usually limits the deflection of a structure to ro…" Karamba3D replied Nov 7, 2017 to Stress value display on nodes	7	Nov 7, 2017 Reply by Karamba3D
"Hi Balaji, yes it is. For details please see the manual. Best, Clemens" Karamba3D replied Nov 13, 2017 to Plate buckling	3	Dec 4, 2017 Reply by Karamba3D
"Hi Raphael, at the moment (Karamba 1.2.2) this is not possible in Karamba. This nece…" Karamba3D replied Nov 13, 2017 to Element utilization	6	Nov 22, 2017 Reply by Karamba3D