*HEADING
JOINTED ROCK SLOPE, 2 JOINTS, C=30, NONASSOC FLOW, 
.5 SH RET  
*NODE
1,0.,0.
11,100.,0.
23,272.9,0.
241,0.,74.
251,100.,74.
263,272.9,74.
731,140.4,144.
743,272.9,144.
*NGEN,NSET=BLHS
1,241,40
*NGEN,NSET=BCEN
11,251,40
*NGEN,NSET=BRHS
23,263,40
*NGEN,NSET=TCEN
251,731,40
*NGEN,NSET=TRHS
263,743,40
*NFILL,BIAS=1.5,TWO STEP
BLHS,BCEN,10
*NFILL,BIAS=.66666666,TWO STEP
BCEN,BRHS,12
*NFILL,BIAS=.66666666,TWO STEP
TCEN,TRHS,12
*NSET,NSET=SLHS,GENERATE
241,251
*NSET,NSET=SRHS,GENERATE
731,743
*NSET,NSET=BOT,GENERATE
1,23
*NSET,NSET=FILN
251,411,731
*ELEMENT,TYPE=CPE4
1,1,2,42,41
101,11,12,52,51
*ELGEN,ELSET=ALLE
1,6,40,1,10,1,10
101,18,40,1,12,1,20
*SOLID SECTION,ELSET=ALLE,MATERIAL=ALLE
*MATERIAL,NAME=ALLE
*ELASTIC
2.8E7,.2
*JOINTED MATERIAL,JOINT DIRECTION=JOINT1
45.,22.5,30.
*JOINTED MATERIAL,JOINT DIRECTION=JOINT2
45.,22.5,30.
*JOINTED MATERIAL,SHEAR RETENTION
.5, 
*ORIENTATION,NAME=JOINT1
1.,0.,0.,0.,1.,0.
*ORIENTATION,NAME=JOINT2
.7934,-.6088,0.,.6088,.7934,0.
*INITIAL CONDITIONS,TYPE=STRESS,GEOSTATIC
ALLE,0.,144.,-3600.,0.,.333333
*RESTART,WRITE,FREQUENCY=5
*STEP, UNSYMM=YES
*GEOSTATIC
1.,1.
*DLOAD
ALLE,BY,-25.
*BOUNDARY
BOT,2,2,0.
BLHS,1,1,0.
BRHS,1,1,0.
TRHS,1,1,0.
SLHS,1,2,0.
TCEN,1,2,0.
SRHS,1,2,0.
*EL PRINT
S,MISES,PRESS
E, 
PE, 
PEQC, 
*NODE PRINT
U,RF
*OUTPUT,FIELD,FREQ=5
*NODE OUTPUT
U, 
*ELEMENT OUTPUT
PEQC, 
*OUTPUT,HISTORY
*NODE OUTPUT,NSET=FILN
U, 
*END STEP
*STEP
*STATIC
.1,1.,.001,.1
*CONTROLS,ANALYSIS=DISCONTINUOUS
*BOUNDARY,OP=NEW
BOT,2,2,0.
BLHS,1,1,0.
BRHS,1,1,0.
TRHS,1,1,0.
*MONITOR,NODE=411,DOF=1
*END STEP