*HEADING
: Uniaxial tension [CPE4H]
*NODE,NSET=NL
 1,  0.0, 0.0
 2,  0.0, 0.5
 3,  0.0, 1.0
 4,  0.0, 1.5
*NODE,NSET=NR
 401,  8.0, 0.0
 402,  8.0, 0.5
 403,  8.0, 1.0
 404,  8.0, 1.5
*NFILL
NL,NR,4,100
*ELEMENT,TYPE=CPE4H, ELSET=EALL
 1,1,101,102,2
*ELGEN,ELSET=EALL
 1,3,1,1,4,100,3,
*ELSET,ELSET=E1
5,8,
*SOLID SECTION,MATERIAL=A1, ELSET=EALL
 1.0, 
*MATERIAL,NAME=A1
*ELASTIC,TYPE=ISOTROPIC
 30.0E6,0.3
*DENSITY
100., 
*ELSET,ELSET=LOAD
10,11,12
*BOUNDARY
 NL,1,1
 1,2
*STEP
*STATIC
0.5,1.,0.1,1.
*DLOAD,OP=NEW
 LOAD, P2, -3000000.0
*ENERGY FILE
*OUTPUT,HISTORY,FREQUENCY=1
*ENERGY OUTPUT,VARIABLE=PRESELECT
*EL FILE,ELSET=E1,FREQ=999
 S,E,
*OUTPUT,FIELD,FREQ=999
*ELEMENT OUTPUT,ELSET=E1
S,E,
*NODE FILE
 U,RF
*OUTPUT,FIELD
*NODE OUTPUT
U,RF
*EL PRINT
 S,COORD,
 E,
*NODE PRINT
 U,COORD
*END STEP
*STEP
*STATIC
1.,3.
*DLOAD
 LOAD, P2, 0.
*END STEP