fini
/clear
/filname,Lochscheibe
!Utility Menu > File > Change Jobname
/prep7				!Preprozessor
!Main Menu > Preprocessor
et,1,plane182			!Definition des Elementtyps
!Main Menu > Preprocessor > Element Type > Add/Edit/Delete
keyopt,1,1,3			!Einstellung, um früheres Element Plane42 zu erhalten
mp,ex,1,2.1e5			!E-Modul
mp,prxy,1,0.3			!Querkontraktionszahl
!Main Menu > Preprocessor > Material  Props > Material Models > Structural > Linear > Elastic > Isotropic > ...
rectng, 0,150,0,100
!Main Menu > Preprocessor > Modeling > Create > Areas > Rectangle > By Dimensions
pcirc,30,0,0,360
!Main Menu > Preprocessor >Modeling > Create > Areas > Circle > By Dimensions
asba,1,2
!Main Menu > Preprocessor > Modeling > Operate > Booleans > Subtract > Areas
/pnum,line,1
!Utility Menu > PltCtrls >Numbering > (Line numbers: ON)
lplot
!Utility Menu > Plot > Lines
dl,9,,symm			!Symmetrierandbedingungen an der Geometrie festmachen
dl,10,,symm
!Main Menu > Preprocessor > Loads > Define Loads > Apply > Structural > Displacement > Symmetry B.C. > On Lines
sfl,2,pres,-1
!Main Menu > Preprocessor > Loads > Define Loads > Apply > Structural > Pressure > On Lines 

esize,15,0
!Main Menu > Preprocessor > Meshing >Size Ctrls > Manual Size > Global > Size
lesize,5,8
!Main Menu > Preprocessor > Meshing >Size Ctrls > Manual Size > Lines > Picked Lines
mshkey,0
mshape,1
amesh,3
!Main Menu > Preprocessor > Meshing > MeshTool > Shape: Tri > MESH
fini
/solu
!Main Menu > Solution
sbctran			!wird auch automatisch ausgeführt
!Main Menu > Solution > Define Loads > Operate> Transfer to FE > All Solid Lds
solve				!Lösung des aktuellen Lastschritts
!Main Menu > Solution > Solve > Current LS 
fini
!Main Menu > Finish

/post1				!Postprocessing
!Main Menu > General Postproc
pldisp,2			!Anzeigen des verformten Körpers und der unverformten Kontur
!Main Menu > General Postproc > Plot Results > Deformed Shape
plnsol,u,x			!Anzeige der Verschiebungen in x-Richtung (nodal solution)
!Main,Menu > General Postprocessor > Plot Results > Nodal Solu
plnsol,s,x			!Ausgabe der Spannungen in x-Richtung (nodal solution) in
				!einer Liste
!Main Menu > General Postprocessor > List Results > Nodal Solu
fini
Main Menu > Finish