$ NASTRAN input file created by the Patran 2012.2 64-Bit input file
$ translator on February  18, 2013 at 17:14:50.
$ Direct Text Input for Nastran System Cell Section
$ Direct Text Input for File Management Section
$ Direct Text Input for Executive Control
$ Linear Static Analysis, Database
SOL 101
CEND
$ Direct Text Input for Global Case Control Data
TITLE = MSC.Nastran job created on 18-Feb-13 at 16:04:46
ECHO = NONE
SUBCASE 1
$ Subcase name : Default
   SUBTITLE=Default
   SPC = 2
   LOAD = 2
   DISPLACEMENT(SORT1,REAL)=ALL
   SPCFORCES(SORT1,REAL)=ALL
   STRESS(SORT1,REAL,VONMISES,BILIN)=ALL
BEGIN BULK
$ Direct Text Input for Bulk Data
PARAM    POST    0
PARAM   PRTMAXIM YES
$ Elements and Element Properties for region : balken_prop
PBARL    1       1               ROD
        .01
$ Pset: "balken_prop" will be imported as: "pbarl.1"
CBAR     1       1       1       2      1.       0.      0.
CBAR     2       1       2       3      1.       0.      0.
CBAR     3       1       3       4      1.       0.      0.
CBAR     4       1       4       5      1.       0.      0.
CBAR     5       1       5       6      1.       0.      0.
CBAR     6       1       6       7      1.       0.      0.
CBAR     7       1       7       8      1.       0.      0.
CBAR     8       1       8       9      1.       0.      0.
CBAR     9       1       9       10     1.       0.      0.
CBAR     10      1       10      11     1.       0.      0.
$ Referenced Material Records
$ Material Record : stahl
$ Description of Material : Date: 18-Feb-13           Time: 15:17:06
MAT1     1      2.+12           .3      7000.
$ Nodes of the Entire Model
GRID     1               0.     -10.     0.
GRID     2               0.     -8.      0.
GRID     3               0.     -6.      0.
GRID*    4                               0.             -3.9999997615814
*        0.
GRID*    5                               0.             -1.9999998807907
*        0.
GRID     6               0.      0.      0.
GRID*    7                               0.             2.00000047683716
*        0.
GRID*    8                               0.             4.00000095367432
*        0.
GRID*    9                               0.             6.00000143051148
*        0.
GRID*    10                              0.             8.00000190734863
*        0.
GRID     11              0.     10.      0.
$ Loads for Load Case : Default
SPCADD   2       1
LOAD     2      1.      1.       1      1.       3
$ Displacement Constraints of Load Set : einsp
SPC1     1       123456  6
$ Angular Velocity Loading of Load Set : rot_acc
RFORCE   1       0       0      1.41421  0.     .707107 .707107  1
$ Angular Acceleration Loading of Load Set : rot_acc
$ Referenced Coordinate Frames
ENDDATA f16f62be