*HEADING
 TEST OF USER OUTPUT VARIABLES - UNIAXIAL TENSION TEST, CAX4 --- 
*NODE,NSET=SOIL
1,
3,1.
23,1.,1.
21,0.,1.
*NGEN,NSET=BOT
1,3
*NGEN,NSET=TOP
21,23
*NGEN,NSET=LHS
1,21,10
*NGEN,NSET=RHS
3,23,10
*ELEMENT,TYPE=CAX4,ELSET=SOIL
1,1,3,23,21
*SOLID SECTION,ELSET=SOIL,MATERIAL=GDP3
*MATERIAL,NAME=GDP3
*POROUS ELASTIC
1.49,.1
*DRUCKER PRAGER
10.,1.,10.
*DRUCKER PRAGER HARDENING 
100.,.0
500.,.5
*USER OUTPUT VARIABLES
30, 
*INITIAL CONDITIONS,TYPE=RATIO
SOIL,4.1,-10.,4.1,10.
*INITIAL CONDITIONS,TYPE=STRESS
SOIL,-70.,-70.,-70.
*BOUNDARY
LHS,1
BOT,2
*STEP,NLGEOM
*STATIC
.000025,.0001
*DLOAD
1,P2,750.
1,P3,1000.
*EL PRINT,FREQ=10
UVARM1,UVARM2,UVARM3,UVARM4
E, 
*EL PRINT,FREQ=10
UVARM5,UVARM6,UVARM7
EP, 
*EL PRINT,FREQ=10
UVARM8,UVARM9,UVARM10,UVARM11,UVARM12,UVARM13
PE, 
*EL PRINT,FREQ=10
UVARM14,UVARM15,UVARM16
PEP, 
*EL PRINT,FREQ=10
UVARM17,UVARM18,UVARM19,UVARM20
NE, 
*EL PRINT,FREQ=10
UVARM21,UVARM22,UVARM23
NEP, 
*EL PRINT,FREQ=10
UVARM24,UVARM25,UVARM26,UVARM27
LE, 
*EL PRINT,FREQ=10
UVARM28,UVARM29,UVARM30
LEP, 
*NODE PRINT,FREQ=0
*EL FILE,FREQ=10
UVARM,E,EP,PE,PEP,NE,NEP,LE,LEP
*END STEP