*HEADING
UNIAXIAL COMPRESSION TEST, 2 JOINTS, ALFA=20 THETA=0  
*NODE,NSET=ALLN
1,0.,0.,0.
2,1.,0.,0.
3,1.,1.,0.
4,0.,1.,0.
5,0.,0.,1.
6,1.,0.,1.
7,1.,1.,1.
8,0.,1.,1.
*NODE,NSET=ALLN1
11,2.,0.,0.
12,3.,0.,0.
13,3.,1.,0.
14,2.,1.,0.
15,2.,0.,1.
16,3.,0.,1.
17,3.,1.,1.
18,2.,1.,1.
*ELEMENT,TYPE=C3D8,ELSET=ALLE
1,1,2,3,4,5,6,7,8
*ELEMENT,TYPE=C3D8,ELSET=ALLE1
11,11,12,13,14,15,16,17,18
*SOLID SECTION,ELSET=ALLE,MATERIAL=ALLE
*SOLID SECTION,ELSET=ALLE1,MATERIAL=ALLE1
*MATERIAL,NAME=ALLE
*ELASTIC
300.E3,.3
*JOINTED MATERIAL
45.,45.,8000.
*JOINTED MATERIAL,JOINT DIRECTION=JOINT1
45.,45.,1000.
*JOINTED MATERIAL,JOINT DIRECTION=JOINT2
45.,45.,1000.
*MATERIAL,NAME=ALLE1
*ELASTIC
300.E3,.3
*JOINTED MATERIAL,DEPENDENCIES=1
40.,40.,7000.,,1
50.,50.,9000.,,3
*JOINTED MATERIAL,JOINT DIRECTION=JOINT1,DEPENDENCIES=1
40.,40.,500.,,1
50.,50.,1500.,,3
*JOINTED MATERIAL,JOINT DIRECTION=JOINT2,DEPENDENCIES=1
40.,40.,500.,,1
50.,50.,1500.,,3
*ORIENTATION,NAME=JOINT1
-.9397,.342,0.,-.342,-.9397,0.
*ORIENTATION,NAME=JOINT2
.9397,.342,0.,-.342,.9397,0.
*INITIAL CONDITIONS,TYPE=FIELD,VARIABLE=1
ALLN1,2
*BOUNDARY
1,PINNED
2,2
5,2
6,2
4,1
5,1
8,1
2,3
3,3
4,3
11,PINNED
12,2
15,2
16,2
14,1
15,1
18,1
12,3
13,3
14,3
*STEP,INC=20
*STATIC,DIRECT
1.,20.
*BOUNDARY
7,2,,-.2
3,2,,-.2
4,2,,-.2
8,2,,-.2
17,2,,-.2
13,2,,-.2
14,2,,-.2
18,2,,-.2
*EL PRINT
S, 
SINV, 
E, 
PE, 
PEQC, 
EE, 
*NODE PRINT
U,RF
*EL FILE,FREQUENCY=2
S,E,PE
*END STEP