$ NASTRAN input file created by the Patran 2010.2.3 64-Bit (MD Enabled)
$ input file translator on July      22, 2011 at 17:00:27.
$ 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
ECHO = sort
SPC = 3
disp=all
force=all
SUBCASE 1
$ Subcase name : TipLoadX
   SUBTITLE=TipLoadX
   LOAD = 6
SUBCASE 2
$ Subcase name : TipLoady
   SUBTITLE=TipLoady
   LOAD = 8
SUBCASE 3
$ Subcase name : TipLoadz
   SUBTITLE=TipLoadz
   LOAD = 10
BEGIN BULK
$ Direct Text Input for Bulk Data
SPC1,3,123456,22
PARAM    POST    0
PARAM   PRTMAXIM YES
$ Nodes of the Entire Model
GRID     22             .29513  .10417   0.
GRID     23             .31591  .15476   0.
$GRID*    1022                           .31086          .097707
$*       -7.1382-4
$GRID     1023           .3341   .14729  -.001730
$GRID*    2022                           .32667          .091215
$*       -8.076-4
$GRID     2023           .34343  .14346  -.001714
$GRID*    3022                           .30047          .10198
$*       -9.1925-4
$GRID     3023           .32245  .15208  -.001856
SPC1,3,123456,22
$CBEAM*,EID,PID,G1,G2,X1,X2,X3
CBEAM*,24,24,22,23,1.00000e+00,0.00000e+00,0.00000e+00,,+
*,,,0.00534,-0.00219,-0.00091925,0.00654,-0.00268,-0.0018564

$PBEAM*,PID,MID,Area,I_Yy,I_Zz,(I12),J,NSM
PBEAM*,24,24,0.0092645,0.000100589,+
*,2.60238e-06,-1.44405e-06,0.00010319,0.,+
*,0.0,0.0,0.0,0.0,+
*,0.0,0.0,0.0,0.0,+
*,9.3637,9.3637,,,+
*,,,,,+
*,0.0283175,0.000485133,0.0226755,0.0,+
*,0.0112313,0.0,0.0125929,0.0

$MAT1*,MID,E,G,NU,Rho
MAT1*,24,1.8611000000e+11,6.2243000000e+09,,+
*,8.1622000000e+03

$ Loads for Load Case : Default
LOAD     2      1.      1.       5      1.       7      1.       9
$ Loads for Load Case : TipLoadX
LOAD     6      1.      1.       5
$ Loads for Load Case : TipLoady
LOAD     8      1.      1.       7
$ Loads for Load Case : TipLoadz
LOAD     10     1.      1.       9
$ Nodal Forces of Load Set : TipLoadX
FORCE    5       23      0      1.      1.       0.      0.
$ Nodal Forces of Load Set : TipLoadY
FORCE    7       23      0      1.       0.     1.       0.
$ Nodal Forces of Load Set : TipLoadZ
FORCE    9       23      0      1.       0.      0.     1.
$ Referenced Coordinate Frames
ENDDATA 9113d304