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$ NASTRAN input file created by the Patran 2010 input file translator on
$ June 14, 2016 at 17:19:12.
$ Direct Text Input for Nastran System Cell Section
$ Direct Text Input for File Management Section
$ Direct Text Input for Executive Control
$ Nonlinear Static Analysis, Database
SOL 106
CEND
$ Direct Text Input for Global Case Control Data
TITLE = MSC.Nastran job created on 14-Jun-16 at 15:24:21
ECHO = NONE
SUBCASE 1
$ Subcase name : Default
SUBTITLE=Default
NLPARM = 1
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 AUTOSPC NO
PARAM LGDISP 1
PARAM PRTMAXIM YES
NLPARM 1 10 AUTO 5 25 NO
$ Elements and Element Properties for region : she
PSHELL 1 1 .1 1 1
$ Pset: "she" will be imported as: "pshell.1"
CQUAD4 1 1 1 2 13 12 0
CQUAD4 2 1 2 3 14 13 0
CQUAD4 3 1 3 4 15 14 0
CQUAD4 4 1 4 5 16 15 0
CQUAD4 5 1 5 6 17 16 0
CQUAD4 6 1 6 7 18 17 0
CQUAD4 7 1 7 8 19 18 0
CQUAD4 8 1 8 9 20 19 0
CQUAD4 9 1 9 10 21 20 0
CQUAD4 10 1 10 11 22 21 0
CQUAD4 11 1 12 13 24 23 0
CQUAD4 12 1 13 14 25 24 0
CQUAD4 13 1 14 15 26 25 0
CQUAD4 14 1 15 16 27 26 0
CQUAD4 15 1 16 17 28 27 0
CQUAD4 16 1 17 18 29 28 0
CQUAD4 17 1 18 19 30 29 0
CQUAD4 18 1 19 20 31 30 0
CQUAD4 19 1 20 21 32 31 0
CQUAD4 20 1 21 22 33 32 0
CQUAD4 21 1 23 24 35 34 0
CQUAD4 22 1 24 25 36 35 0
CQUAD4 23 1 25 26 37 36 0
CQUAD4 24 1 26 27 38 37 0
CQUAD4 25 1 27 28 39 38 0
CQUAD4 26 1 28 29 40 39 0
CQUAD4 27 1 29 30 41 40 0
CQUAD4 28 1 30 31 42 41 0
CQUAD4 29 1 31 32 43 42 0
CQUAD4 30 1 32 33 44 43 0
CQUAD4 31 1 34 35 46 45 0
CQUAD4 32 1 35 36 47 46 0
CQUAD4 33 1 36 37 48 47 0
CQUAD4 34 1 37 38 49 48 0
CQUAD4 35 1 38 39 50 49 0
CQUAD4 36 1 39 40 51 50 0
CQUAD4 37 1 40 41 52 51 0
CQUAD4 38 1 41 42 53 52 0
CQUAD4 39 1 42 43 54 53 0
CQUAD4 40 1 43 44 55 54 0
CQUAD4 41 1 45 46 57 56 0
CQUAD4 42 1 46 47 58 57 0
CQUAD4 43 1 47 48 59 58 0
CQUAD4 44 1 48 49 60 59 0
CQUAD4 45 1 49 50 61 60 0
CQUAD4 46 1 50 51 62 61 0
CQUAD4 47 1 51 52 63 62 0
CQUAD4 48 1 52 53 64 63 0
CQUAD4 49 1 53 54 65 64 0
CQUAD4 50 1 54 55 66 65 0
$ Referenced Material Records
$ Material Record : al
$ Description of Material : Date: 13-Jun-16 Time: 08:47:34
MATS1 1 1 NLELAST
MAT1 1 300000. .3
$ Material Tables ( No Conversions Needed )
$ Stress/Strain Curve : prop
TABLES1 1
.1 20. .2 40. .3 80. .4 160.
.5 320. .6 640. .7 1280. .8 1280.
.9 1280. 1. 1280. 1.1 1280. 1.2 1280.
1.3 1280. 1.4 1280. 1.5 1280. 1.6 1280.
1.7 1280. 1.8 1280. 1.9 1280. 2. 1500.
ENDT
$ Nodes of the Entire Model
GRID 1 0. 0. 0.
GRID 2 10. 0. 0.
GRID 3 20. 0. 0.
GRID 4 30. 0. 0.
GRID 5 40. 0. 0.
GRID 6 50. 0. 0.
GRID 7 60. 0. 0.
GRID 8 70. 0. 0.
GRID 9 80. 0. 0.
GRID 10 90. 0. 0.
GRID 11 100. 0. 0.
GRID 12 0. 10. 0.
GRID 13 10. 10. 0.
GRID 14 20. 10. 0.
GRID 15 30. 10. 0.
GRID 16 40. 10. 0.
GRID 17 50. 10. 0.
GRID 18 60. 10. 0.
GRID 19 70. 10. 0.
GRID 20 80. 10. 0.
GRID 21 90. 10. 0.
GRID 22 100. 10. 0.
GRID 23 0. 20. 0.
GRID 24 10. 20. 0.
GRID 25 20. 20. 0.
GRID 26 30. 20. 0.
GRID 27 40. 20. 0.
GRID 28 50. 20. 0.
GRID 29 60. 20. 0.
GRID 30 70. 20. 0.
GRID 31 80. 20. 0.
GRID 32 90. 20. 0.
GRID 33 100. 20. 0.
GRID 34 0. 30. 0.
GRID 35 10. 30. 0.
GRID 36 20. 30. 0.
GRID 37 30. 30. 0.
GRID 38 40. 30. 0.
GRID 39 50. 30. 0.
GRID 40 60. 30. 0.
GRID 41 70. 30. 0.
GRID 42 80. 30. 0.
GRID 43 90. 30. 0.
GRID 44 100. 30. 0.
GRID 45 0. 40. 0.
GRID 46 10. 40. 0.
GRID 47 20. 40. 0.
GRID 48 30. 40. 0.
GRID 49 40. 40. 0.
GRID 50 50. 40. 0.
GRID 51 60. 40. 0.
GRID 52 70. 40. 0.
GRID 53 80. 40. 0.
GRID 54 90. 40. 0.
GRID 55 100. 40. 0.
GRID 56 0. 50. 0.
GRID 57 10. 50. 0.
GRID 58 20. 50. 0.
GRID 59 30. 50. 0.
GRID 60 40. 50. 0.
GRID 61 50. 50. 0.
GRID 62 60. 50. 0.
GRID 63 70. 50. 0.
GRID 64 80. 50. 0.
GRID 65 90. 50. 0.
GRID 66 100. 50. 0.
$ Loads for Load Case : Default
SPCADD 2 1
LOAD 2 1. 1. 1
$ Displacement Constraints of Load Set : fix
SPC1 1 123456 1 12 23 34 45 56
$ Nodal Forces of Load Set : force
FORCE 1 11 0 100. -1. 0. 0.
FORCE 1 22 0 100. -1. 0. 0.
FORCE 1 33 0 100. -1. 0. 0.
FORCE 1 44 0 100. -1. 0. 0.
FORCE 1 55 0 100. -1. 0. 0.
FORCE 1 66 0 100. -1. 0. 0.
$ Referenced Coordinate Frames
ENDDATA 5292ed21
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