*HEADING
Explicit Global analysis
Uniaxial tension [CPS3,CPS4R]
*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,NSET=NALL
NL,NR,4,100
*NSET,NSET=QA_TEST
NR,
*ELEMENT,TYPE=CPS3,ELSET=EALL
1,1,102,2
5,1,101,102
9,102,201,202
13,101,201,102
*ELEMENT,TYPE=CPS4R,ELSET=EALL
17,2,102,103,3
*ELGEN,ELSET=EALL
1,2,200,1,2,2,2
5,2,200,1,2,2,2
9,2,200,1,2,2,2
13,2,200,1,2,2,2
17,4,100,1
*SOLID SECTION,MATERIAL=A1, ELSET=EALL 
*MATERIAL,NAME=A1
*DENSITY
10.0
*ELASTIC,TYPE=ISOTROPIC
 30.0E6,0.3
*ELSET,ELSET=LOAD
10,20,12
*BOUNDARY
 NL,1,1
 1,2
*AMPLITUDE,NAME=RAMP,DEF=SMOOTH STEP
0,0,0.02,1
*STEP
*DYNAMIC, EXPLICIT
 ,0.02
*DLOAD,AMP=RAMP
 LOAD, P2, -1000000.0
***********************************
***    DO NOT MODIFY THE GLOBAL ***
***          FIL REQUEST     ******
***********************************
*FILE OUTPUT,NUMBER INTERVAL=10
*NODE FILE
 U,
**************
*OUTPUT, FIELD, NUMBER INTERVAL = 1
*NODE OUTPUT,NSET=QA_TEST
 U,
*OUTPUT, HISTORY, TIME INT=0.02
*ENERGY OUTPUT,VAR=ALL
*****************
*OUTPUT, HISTORY, TIME INT=0.002
*NODE OUTPUT,NSET=NALL
U,
*****************
*OUTPUT, FIELD, NUMBER INTERVAL = 4
*ELEMENT OUTPUT, ELSET=EALL
 S,
*NODE OUTPUT
 U,
****************
*END STEP