$ NASTRAN input file created by the Patran 2012 64-Bit input file
$ translator on March     12, 2013 at 12:53:05.
$ASSIGN OUTPUT2 = 'plate.op2', UNIT = 12, FORM = FORMATTED
$ 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 12-Mar-13 at 12:52:23
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
$SUBCASE 2
$   SPC = 2
$   LOAD = 2
$   DISPLACEMENT(SORT1,REAL)=ALL
BEGIN BULK
$ Direct Text Input for Bulk Data
PARAM    POST    -1
PARAM   PRTMAXIM YES
$ Elements and Element Properties for region : prop
PSHELL   1       1      .3       1               1
$ Pset: "prop" will be imported as: "pshell.1"
CQUAD4   1       1       1       2       8       7
CQUAD4   2       1       2       3       9       8
CQUAD4   3       1       3       4       10      9
CQUAD4   4       1       4       5       11      10
CQUAD4   5       1       5       6       12      11
CQUAD4   6       1       7       8       14      13
CQUAD4   7       1       8       9       15      14
CQUAD4   8       1       9       10      16      15
CQUAD4   9       1       10      11      17      16
CQUAD4   10      1       11      12      18      17
CQUAD4   11      1       13      14      20      19
CQUAD4   12      1       14      15      21      20
CQUAD4   13      1       15      16      22      21
CQUAD4   14      1       16      17      23      22
CQUAD4   15      1       17      18      24      23
CQUAD4   16      1       19      20      26      25
CQUAD4   17      1       20      21      27      26
CQUAD4   18      1       21      22      28      27
CQUAD4   19      1       22      23      29      28
CQUAD4   20      1       23      24      30      29
CQUAD4   21      1       25      26      32      31
CQUAD4   22      1       26      27      33      32
CQUAD4   23      1       27      28      34      33
CQUAD4   24      1       28      29      35      34
CQUAD4   25      1       29      30      36      35
$ Referenced Material Records
$ Material Record : mat read
$ Description of Material : Date: 12-Mar-13           Time: 12:49:49
MAT1     1      7.+7            .3
$ Nodes of the Entire Model
GRID     1               0.      0.      0.
GRID     2              2.       0.      0.
GRID     3              4.       0.      0.
GRID     4              6.       0.      0.
GRID     5              8.       0.      0.
GRID     6              10.      0.      0.
GRID     7               0.     2.       0.
GRID     8              2.      2.       0.
GRID     9              4.      2.       0.
GRID     10             6.      2.       0.
GRID     11             8.      2.       0.
GRID     12             10.     2.       0.
GRID     13              0.     4.       0.
GRID     14             2.      4.       0.
GRID     15             4.      4.       0.
GRID     16             6.      4.       0.
GRID     17             8.      4.       0.
GRID     18             10.     4.       0.
GRID     19              0.     6.       0.
GRID     20             2.      6.       0.
GRID     21             4.      6.       0.
GRID     22             6.      6.       0.
GRID     23             8.      6.       0.
GRID     24             10.     6.       0.
GRID     25              0.     8.       0.
GRID     26             2.      8.       0.
GRID     27             4.      8.       0.
GRID     28             6.      8.       0.
GRID     29             8.      8.       0.
GRID     30             10.     8.       0.
GRID     31              0.     10.      0.
GRID     32             2.      10.      0.
GRID     33             4.      10.      0.
GRID     34             6.      10.      0.
GRID     35             8.      10.      0.
GRID     36             10.     10.      0.
$ Loads for Load Case : Default
SPCADD   2       1
LOAD     2      1.      1.       1
LOAD     3      1.      1.       10
LOAD     4      1.      5.       10
LOAD     5      7.      1.       10
LOAD     6      7.      5.       10
LOAD     7      1.      1.       1      1.       11
$ Displacement Constraints of Load Set : disp
SPC1     1       123456  1       7       13      19      25      31
$ Nodal Forces of Load Set : force
FORCE    1       6       0      100.    1.       0.      0.
FORCE    1       12      0      100.    1.       0.      0.
FORCE    1       18      0      100.    1.       0.      0.
FORCE    1       24      0      100.    1.       0.      0.
FORCE    1       30      0      100.    1.       0.      0.
FORCE    1       36      0      100.    1.       0.      0.
PLOAD4,10,1,3.,,,,THRU,25
PLOAD4,11,1,3.
$ Referenced Coordinate Frames
ENDDATA ea1281a2