$ MSC.Nastran input file created on September 09, 2017 at 12:48:07 by $ Patran 2017.0.2 $ 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 09-Sep-17 at 12:47:20 ECHO = NONE SUBCASE 1 $ Subcase name : Default SUBTITLE=Default SPC = 2 LOAD = 2 DISPLACEMENT(PLOT,SORT1,REAL)=ALL SPCFORCES(PLOT,SORT1,REAL)=ALL STRESS(PLOT,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 : Plate PSHELL 1 1 .01 1 1 $ Pset: "plate" will be imported as: "pshell.1" CQUAD4 1 1 1 2 16 15 CQUAD4 2 1 2 3 17 16 CQUAD4 3 1 3 4 18 17 CQUAD4 4 1 4 5 19 18 CQUAD4 5 1 5 6 20 19 CQUAD4 6 1 6 7 21 20 CQUAD4 7 1 7 8 22 21 CQUAD4 8 1 8 9 23 22 CQUAD4 9 1 9 10 24 23 CQUAD4 10 1 10 11 25 24 CQUAD4 11 1 11 12 26 25 CQUAD4 12 1 12 13 27 26 CQUAD4 13 1 13 14 28 27 CQUAD4 14 1 15 16 30 29 CQUAD4 15 1 16 17 31 30 CQUAD4 16 1 17 18 32 31 CQUAD4 17 1 18 19 33 32 CQUAD4 18 1 19 20 34 33 CQUAD4 19 1 20 21 35 34 CQUAD4 20 1 21 22 36 35 CQUAD4 21 1 22 23 37 36 CQUAD4 22 1 23 24 38 37 CQUAD4 23 1 24 25 39 38 CQUAD4 24 1 25 26 40 39 CQUAD4 25 1 26 27 41 40 CQUAD4 26 1 27 28 42 41 CQUAD4 27 1 29 30 44 43 CQUAD4 28 1 30 31 45 44 CQUAD4 29 1 31 32 46 45 CQUAD4 30 1 32 33 47 46 CQUAD4 31 1 33 34 48 47 CQUAD4 32 1 34 35 49 48 CQUAD4 33 1 35 36 50 49 CQUAD4 34 1 36 37 51 50 CQUAD4 35 1 37 38 52 51 CQUAD4 36 1 38 39 53 52 CQUAD4 37 1 39 40 54 53 CQUAD4 38 1 40 41 55 54 CQUAD4 39 1 41 42 56 55 $ Referenced Material Records $ Material Record : Steel $ Description of Material : Date: 09-Sep-17 Time: 12:45:19 MAT1 1 2.+11 .3 7800. $ Nodes of the Entire Model GRID 1 0. 0. 0. GRID* 2 .076923079788685 0. * 0. GRID* 3 .15384615957737 0. * 0. GRID* 4 .230769231915474 0. * 0. GRID* 5 .307692319154739 0. * 0. GRID* 6 .384615391492844 0. * 0. GRID* 7 .461538463830948 0. * 0. GRID* 8 .538461565971375 0. * 0. GRID* 9 .615384638309479 0. * 0. GRID* 10 .692307710647583 0. * 0. GRID* 11 .769230782985687 0. * 0. GRID* 12 .846153855323792 0. * 0. GRID* 13 .923076927661896 0. * 0. GRID 14 1. 0. 0. GRID* 15 0. .08333333581686 * 0. GRID* 16 .076923079788685.08333333581686 * 0. GRID* 17 .15384615957737 .08333333581686 * 0. GRID* 18 .230769231915474.08333333581686 * 0. GRID* 19 .307692319154739.08333333581686 * 0. GRID* 20 .384615391492844.08333333581686 * 0. GRID* 21 .461538463830948.08333333581686 * 0. GRID* 22 .538461565971375.08333333581686 * 0. GRID* 23 .615384638309479.08333333581686 * 0. GRID* 24 .692307710647583.08333333581686 * 0. GRID* 25 .769230782985687.08333333581686 * 0. GRID* 26 .846153855323792.08333333581686 * 0. GRID* 27 .923076927661896.08333333581686 * 0. GRID* 28 1. .08333333581686 * 0. GRID* 29 0. .16666667163372 * 0. GRID* 30 .076923079788685.16666667163372 * 0. GRID* 31 .15384615957737 .16666667163372 * 0. GRID* 32 .230769231915474.16666667163372 * 0. GRID* 33 .307692319154739.16666667163372 * 0. GRID* 34 .384615391492844.16666667163372 * 0. GRID* 35 .461538463830948.16666667163372 * 0. GRID* 36 .538461565971375.16666667163372 * 0. GRID* 37 .615384638309479.16666667163372 * 0. GRID* 38 .692307710647583.16666667163372 * 0. GRID* 39 .769230782985687.16666667163372 * 0. GRID* 40 .846153855323792.16666667163372 * 0. GRID* 41 .923076927661896.16666667163372 * 0. GRID* 42 1. .16666667163372 * 0. GRID 43 0. .25 0. GRID* 44 .076923079788685.25 * 0. GRID* 45 .15384615957737 .25 * 0. GRID* 46 .230769231915474.25 * 0. GRID* 47 .307692319154739.25 * 0. GRID* 48 .384615391492844.25 * 0. GRID* 49 .461538463830948.25 * 0. GRID* 50 .538461565971375.25 * 0. GRID* 51 .615384638309479.25 * 0. GRID* 52 .692307710647583.25 * 0. GRID* 53 .769230782985687.25 * 0. GRID* 54 .846153855323792.25 * 0. GRID* 55 .923076927661896.25 * 0. GRID 56 1. .25 0. $ Loads for Load Case : Default SPCADD 2 1 LOAD 2 1. 1. 1 $ Displacement Constraints of Load Set : fixed_end SPC1 1 123456 1 15 29 43 $ Distributed Loads of Load Set : edge_load FORCE 1 14 .416667 0. 0. -1. FORCE 1 28 .416667 0. 0. -1. FORCE 1 28 .416667 0. 0. -1. FORCE 1 42 .416667 0. 0. -1. FORCE 1 42 .416667 0. 0. -1. FORCE 1 56 .416667 0. 0. -1. $ Force or value sum: 2.500000 $ Referenced Coordinate Frames ENDDATA 322da944