$ NASTRAN input file created by the Patran 2014.1 64-Bit input file
$ translator on June      21, 2017 at 17:15:03.
$ 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 27-Feb-17 at 18:03:10
ECHO = NONE
SUBCASE 1
   SUBTITLE=Default
   SPC = 2
   LOAD = 2
   DISPLACEMENT(PLOT,SORT1,REAL)=ALL
   SPCFORCES(PLOT,SORT1,REAL)=ALL
   GPFORCE(PLOT)=ALL
   FORCE(PLOT,SORT1,REAL,BILIN)=ALL
$ Direct Text Input for this Subcase
BEGIN BULK
$ Direct Text Input for Bulk Data
PARAM    POST    1
PARAM   PRTMAXIM YES
$ Elements and Element Properties for region : channel
PBEAM*   1               1              1.84375         27.7245
*       .488696          0.             .00960286
        5.5     2.43802 -5.5    2.43802 -5.5    .438021 5.5     .438021
        .728814 .254237                                 10.9761 10.9761
                                         0.     .754758  0.     .754758
$ Pset: "channel" will be imported as: "pbeam.1"
CBEAM    1       1       1       2       0.      0.     1.
                         0.     .438     0.      0.     .438     0.
CBEAM    2       1       2       3       0.      0.     1.
                         0.     .438     0.      0.     .438     0.
CBEAM    3       1       3       4       0.      0.     1.
                         0.     .438     0.      0.     .438     0.
CBEAM    4       1       4       5       0.      0.     1.
                         0.     .438     0.      0.     .438     0.
CBEAM    5       1       5       6       0.      0.     1.
                         0.     .438     0.      0.     .438     0.
CBEAM    6       1       6       7       0.      0.     1.
                         0.     .438     0.      0.     .438     0.
CBEAM    7       1       7       8       0.      0.     1.
                         0.     .438     0.      0.     .438     0.
CBEAM    8       1       8       9       0.      0.     1.
                         0.     .438     0.      0.     .438     0.
CBEAM    9       1       9       10      0.      0.     1.
                         0.     .438     0.      0.     .438     0.
CBEAM    10      1       10      11      0.      0.     1.
                         0.     .438     0.      0.     .438     0.
$ Referenced Material Records
$ Material Record : st
$ Description of Material : Date: 27-Feb-17           Time: 18:00:35
MAT1     1      2.+6            .3      7.8-4
$ Nodes of the Entire Model
GRID     1               0.      0.      0.
GRID     2              1.       0.      0.
GRID     3              2.       0.      0.
GRID     4              3.       0.      0.
GRID     5              4.       0.      0.
GRID     6              5.       0.      0.
GRID     7              6.       0.      0.
GRID*    8                              7.00000047683716 0.
*        0.
GRID*    9                              8.00000095367432 0.
*        0.
GRID*    10                             9.00000095367432 0.
*        0.
GRID     11             10.      0.      0.
$ Loads for Load Case : Default
SPCADD   2       1
LOAD     2      1.      1.       1
$ Displacement Constraints of Load Set : fixed
SPC1     1       123456  1
$ Nodal Forces of Load Set : force
FORCE    1       11      0      1000.    0.      0.     -1.
$ Referenced Coordinate Frames
ENDDATA 12acb613