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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 ANSYS
GEOM POINT P1 0.000000 0.000000 0.000000
GEOM POINT P2 100.000 0.000000 0.000000
PROP MAT MAT STEM 0.21000E+06 0.29000 0.78600E-05 0.000 0.00
PROP PHYS BOX PH1 10.000 8.0000 1.0000 2.0000
PROP PHYS BOX PH1 ORIE 0.00000 0.00000 1.0000
PROP PHYS BOX PH1 OFF 0.00000 0.00000 0.00000 =
0.00000 0.00000 0.00000
GEOM LINE STR L1 P1 P2 10
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
CONSTRUCT COORDSYS GLOBAL
MESH GENERATE
UTILITY WRITE ANSYS b3box.ans
YES
/BATCH
C***************************************************
C*** ANSYS INPUT DECK *
C*** CREATED BY FEMGV VERSION 4.02 *
C*** TRANSLATED BY FEMGEN-ANSYS VERSION 3.000 *
C*** FILE CREATED: DATE 18/08/95 TIME 11:07:27 *
C***************************************************
C***
C***************************************************
C*** MESSAGE LOGGING IS ON *
C*** EXTERNAL MATERIAL DIRECTORY NOT USED *
C*** EXTERNAL PHYSICAL PROPERTY DIRECTORY NOT USED *
C***************************************************
C***
C*** JOB CONTROL
C***
/FILNAM,b3box
/PREP7
/TITLE,
ANTYPE,STATIC
C***
C*** ELEMENT TYPE CARDS ...
C***
ET, 1,BEAM3 , 0, 0, 0, 0, 0, 0
C***
C*** PHYSICAL PROPERTY CARDS ...
C***
C*** NAME= PH1
R, 1, 44.00000 , 558.6667 , 10.00000 , 1.492412
C***
C*** MATERIAL CARDS ...
C***
C*** NAME=STEM
MP, EX, 1, 210000.0
MP,NUXY, 1, 0.2900000
MP,DENS, 1, 0.7860001E-05
MP,ALPX, 1, 0.0000000
C***
C*** NODE CARDS ...
C***
N, 1, 0.0000000 , 0.0000000 , 0.0000000
N, 2, 10.00000 , 0.0000000 , 0.0000000
N, 3, 20.00000 , 0.0000000 , 0.0000000
N, 4, 30.00000 , 0.0000000 , 0.0000000
N, 5, 40.00000 , 0.0000000 , 0.0000000
N, 6, 50.00000 , 0.0000000 , 0.0000000
N, 7, 60.00000 , 0.0000000 , 0.0000000
N, 8, 70.00000 , 0.0000000 , 0.0000000
N, 9, 80.00000 , 0.0000000 , 0.0000000
N, 10, 90.00000 , 0.0000000 , 0.0000000
N, 11, 100.0000 , 0.0000000 , 0.0000000
C***
C*** ELEMENT CARDS ...
C***
C*** MAT= STEM , ELEMENT TYPE= BEAM3 , PROPERTY= PH1
MAT, 1
TYPE, 1
REAL, 1
EN, 1, 1, 2
EN, 2, 2, 3
EN, 3, 3, 4
EN, 4, 4, 5
EN, 5, 5, 6
EN, 6, 6, 7
EN, 7, 7, 8
EN, 8, 8, 9
EN, 9, 9, 10
EN, 10, 10, 11
C***
C*** SINGLE POINT CONSTRAINT CARDS ...
C***
D, 1,UX ,,,,,UY ,UZ ,ROTX,ROTY,ROTZ
FINISH
/SOLUTION
C******************
C*** LOAD CASE 1
C******************
C*** LOAD CARDS ...
C***
C*** LO1 FORCE
F, 11,FY, -100.0000
C***
C*** RESULTS OUTPUT CONTROL
C***
OUTPR,NSOL,1
OUTPR,ESOL,1
OUTRES,NSOL,1
OUTRES,STRS,1
OUTRES,EPEL,1
SOLVE
FINISH
/EXIT
C*** FEMGEN-ANSYS TRANSLATION COMPLETED WITH ...
C*** INFORMATION MESSAGES: 0
C*** WARNING MESSAGES: 0
C*** ERROR MESSAGES: 0