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This example illustrates the creation of a box-section cantilever beam with a single point load at the free end. Gravitational forces are not modelled.
PROPERTY FE-PROG NASTRAN GEOM POINT P1 0 GEOM POINT P2 100 PROP MAT MAT STEM 0.21000E+06 0.29000 0.78600E-05 0.15000E-04 293.00 PROP PHYS BOX PH1 10 8 1 2 PROP PHYS BOX PH1 ORIE 0 0 0 1 GEOM LINE STR L1 P1 P2 20 MESHING TYPE L1 BE2 1 PROP ATTACH L1 STEM PH1 PROP LOAD FORC LO1 1 P2 -0.10000E+03 2 PROP BOUN CONS P1 9 MESH GENERATE UTILITY WRITE NASTRAN boxg.dat YES
$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ NASTRAN INPUT DECK $ $ CREATED BY FEMGV VERSION 5.0 $ $ TRANSLATED BY FEMGEN-NASTRAN VERSION 6.110$ $ FILE CREATED: DATE 20/02/98 TIME 11:00:36 $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ MESSAGE LOGGING IS ON $ $ EXTERNAL MATERIAL DIRECTORY NOT USED $ $ SOLUTION SEQUENCE DIRECTORY NOT USED $ $$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $ $ NASTRAN CARDS ... $ NONE $ $ RESULT OUTPUT FILE ... $ ASSIGN OUTPUT2=b31box.op2,STATUS=UNKNOWN,UNIT=12 $ $ MODEL TITLE ... $ ID FEMGEN MODEL: b31box TITLE: No model title $ $ EXECUTIVE CONTROL CARDS ... $ SOL 24 TIME 60 COMPILE SOL24 SOUIN=MSCSOU NOREF NOLIST ALTER 176 OUTPUT2 CASECC,GPL,BGPDT,ECT,CSTM///V,N,IUNIT=12 $ OUTPUT2 OPG1,OQG1,OUGV1,OES1,OEF1///V,N,IUNIT=12 $ ALTER 189 OUTPUT2 OGPFB1,,,,///V,N,IUNIT=12 $ ALTER 210 OUTPUT2 OSTR1,,,,///V,N,IUNIT=12 $ CEND $ $ CASE CONTROL CARDS ... $ DISP(PLOT) = ALL STRESS(PLOT) = ALL SPC = 1 SUBCASE 1 LOAD 1001 $ $$$$$$$$$$$$$$$$$ $ BULK DATA ... $ $$$$$$$$$$$$$$$$$ $ BEGIN BULK PARAM,OUNIT2,12 $ $ ADDITIONAL BULK DATA CARDS ... $ NONE $ $ GRID POINT CARDS ... $ $ ID C-SYS X Y Z LOC-SYS GRID 1 0.0 0.0 0.0 GRID 2 5. 0.0 0.0 GRID 3 10. 0.0 0.0 GRID 4 15. 0.0 0.0 GRID 5 20. 0.0 0.0 GRID 6 25. 0.0 0.0 GRID 7 30. 0.0 0.0 GRID 8 35. 0.0 0.0 GRID 9 40. 0.0 0.0 GRID 10 45. 0.0 0.0 GRID 11 50. 0.0 0.0 GRID 12 55. 0.0 0.0 GRID 13 60. 0.0 0.0 GRID 14 65. 0.0 0.0 GRID 15 70. 0.0 0.0 GRID 16 75. 0.0 0.0 GRID 17 80. 0.0 0.0 GRID 18 85. 0.0 0.0 GRID 19 90. 0.0 0.0 GRID 20 95. 0.0 0.0 GRID 21 100. 0.0 0.0 $ $ LOCAL COORDINATE SYSTEM CARDS ... $ $ NONE SPECIFIED $ $ SINGLE POINT CONSTRAINT CARDS ... $ $ TYPE SID G C D G C D SPC 1 1 123456 0 $ $ RIGID ELEMENTS, MULTI-POINT CONSTRAINTS ... $ $ NONE SPECIFIED $ $ ELEMENT CARDS ... $ $ TYPE EID PID GRID POINTS ... CBAR 1 1 1 2 0.0 5. 0.0 +E1 +E1 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 2 1 2 3 0.0 5. 0.0 +E2 +E2 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 3 1 3 4 0.0 5. 0.0 +E3 +E3 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 4 1 4 5 0.0 5. 0.0 +E4 +E4 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 5 1 5 6 0.0 5. 0.0 +E5 +E5 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 6 1 6 7 0.0 5. 0.0 +E6 +E6 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 7 1 7 8 0.0 5. 0.0 +E7 +E7 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 8 1 8 9 0.0 5. 0.0 +E8 +E8 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 9 1 9 10 0.0 5. 0.0 +E9 +E9 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 10 1 10 11 0.0 5. 0.0 +E10 +E10 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 11 1 11 12 0.0 5. 0.0 +E11 +E11 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 12 1 12 13 0.0 5. 0.0 +E12 +E12 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 13 1 13 14 0.0 5. 0.0 +E13 +E13 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 14 1 14 15 0.0 5. 0.0 +E14 +E14 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 15 1 15 16 0.0 5. 0.0 +E15 +E15 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 16 1 16 17 0.0 5. 0.0 +E16 +E16 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 17 1 17 18 0.0 5. 0.0 +E17 +E17 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 18 1 18 19 0.0 5. 0.0 +E18 +E18 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 19 1 19 20 0.0 5. 0.0 +E19 +E19 0.0 0.0 0.0 0.0 0.0 0.0 CBAR 20 1 20 21 0.0 5. 0.0 +E20 +E20 0.0 0.0 0.0 0.0 0.0 0.0 $ $ PHYSICAL PROPERTY CARDS ... $ $ PH1 PID MID1 PBAR 1 1 44. 558.667 318.667 545.391 0.0 +P1 +P1 5. 4. -5. 4. 5. -4. -5. -4.+P2 +P2 .272727 .727273 0.0 $ $ MATERIAL CARDS ... $ $ STEM MID E G NU RHO A TREF MAT1 1 210000. .29 .786E-5 .15E-4 293. $ $ LOAD CARDS ... $ $ LOAD CASE 1 $ $ $ LO1 SID G CID F N1 N2 N3 FORCE 1 21 1.0 -100. $ $ LOAD COMBINATION CARDS ... $ $ LOAD SID S S1 LSID LOAD 1001 1.0 1.0 1 ENDDATA $ FEMGEN-NASTRAN TRANSLATION COMPLETED WITH ... $ INFORMATION MESSAGES: 0 $ WARNING MESSAGES: 0 $ ERROR MESSAGES: 0