User:Berndhahnebach

== Very important Posts
 * http://forum.freecadweb.org/viewtopic.php?f=18&t=18780&start=70#p150085
 * http://forum.freecadweb.org/viewtopic.php?f=10&t=13154&p=153420#p153420

Forum Topics

 * FEM Macros --> Macros_recipes
 * GMSH --> Macro_GMSH
 * ColorBar --> http://forum.freecadweb.org/viewtopic.php?f=18&t=12355
 * CGX --> http://forum.freecadweb.org/viewtopic.php?f=18&t=10789

Intersection shell off two solids

 * http://forum.freecadweb.org/viewtopic.php?f=22&t=8018

Intersection wire off two shells

 * http://forum.freecadweb.org/viewtopic.php?f=22&t=11277

Import Fischertechnik files

 * http://forum.freecadweb.org/viewtopic.php?f=22&t=4879
 * http://forum.freecadweb.org/viewtopic.php?f=24&t=5825

OLD
Old stuff ... more old stuff Aufpassen mit den uebersetzungsmarkern ...

FEM

 * FreeCAD generates a input file in Abacus format starts CalculiX (better CCX = CalculiX CrunchiX = The solver of Calculix)


 * FreeCAD reads the results.
 * On Linux Processhandling of CCX is missing therefore CCX has to be started manually

Windows

 * Installed vConverged Calculix Pachage which includes CCX (Solver), CGX (graphical Pre- and Postprocessor) SciTE (Editor with Syntaxhighlighting and Integration for making an analysis or start CGX)
 * Includes WindowsHelpFile of the official Manual --> C:\Program Files (x86)\bConverged\common\help\bConverged.chm
 * SciTE --> load the *.inp file --> Tools --> Solve
 * Compare the results with FreeCAD (compare the textfiles) --> Yeah they are nearly identical !!!
 * Path in Windows is shown in FreeCAD --> C:\Users\bhb\AppData\Local\Temp\FreeCAD_Doc_SOMEREALLYWILDNUMBER\FemAnl_c6c0

NSET and CLOAD

 * node set FemConstraintForce which includes a list of nodes

2, 4, 6, 8, 9, 10, all node of the set
 * NSET,NSET=FemConstraintForce

Paragraph repeated untranslated

NSET and CLOAD

 * node set FemConstraintForce which includes a list of nodes

*NSET,NSET=FemConstraintForce 2, 4, 6, 8, 9, 10, all node of the set

Paragraph repeated untranslated + syntaxhighlight

NSET and CLOAD

 * node set FemConstraintForce which includes a list of nodes


 * First line:
 * *CLOAD
 * Enter any needed parameters and their value.
 * Following line:
 * Node number or node set label.
 * Degree of freedom.
 * Magnitude of the load

FemConstraintForce,1,0.0 FemConstraintForce,2,0.0 FemConstraintForce,3,3333.3333333333335
 * CLOAD


 * Test
 * Line 1042- Line 998 + 1 = 45 nodes * 3333.3333333333335 N = 150000 N