*HEADING
 LIMIT LOAD STUDIES, CAP MODEL, TR, IE  
*RESTART,WRITE,FREQUENCY=1
*NODE
1, 
7,60.
13,180.
15,228.
19,348.
801,,144.
807,60.,144.
813,180.,144.
815,228.,144.
819,348.,144.
20,696.
820,696.,144.
*NGEN,NSET=BASE
1,7
7,13
13,15
15,19
*NSET,NSET=F1
801,
*NSET,NSET=F2,GENERATE
802,807
*NGEN,NSET=CENTER
1,801,100
*NGEN,NSET=TOP
801,807
807,813
813,815
815,819
*NFILL
BASE,TOP,8,100
*NGEN,NSET=FAR
20,820,200
*ELEMENT,TYPE=CPE8R
1,1,3,203,201,2,103,202,101
*ELGEN,ELSET=ALL
1,4,200,1,9,2,10
*ELSET,ELSET=PRINTELS
1,2,3,4
*SOLID SECTION,ELSET=ALL,MATERIAL=A1
*MATERIAL,NAME= A1
*ELASTIC
30000.,0.3
*CAP PLASTICITY
16.212,30.64,0.1,.00041,.01,1.0
*CAP HARDENING
2.15,0.
20.96,.0005
46.6,.001
79.67,.0015
126.28,.002
205.95,.0025
311.27,.0028
655.6,.00299
*ELEMENT,TYPE=CINPE5R
101,219,19,20,220,119
*ELGEN,ELSET=FAR
101,4,200,1
*SOLID SECTION,ELSET=FAR,MATERIAL=A2
*MATERIAL,NAME= A2
*ELASTIC
30000.,0.3
*EQUATION
2, 
F2,2,1.,801,2,-1.
*BOUNDARY
CENTER,1
F2,1
BASE,1,2
*STEP,INC=50, UNSYMM=YES
  PRESCRIBE DISPLACEMENT
*STATIC
.025,1.,,.1
*BOUNDARY
801,2,,-5.0
*MONITOR,NODE=801,DOF=2
*EL PRINT,ELSET=PRINTELS,FREQUENCY=10
S,E
SINV, 
ENER, 
E,IE
PE, 
PEQC, 
*NODE PRINT,FREQUENCY=5
U,RF
*NODE PRINT,NSET=F1
U,RF
*EL FILE,ELSET=PRINTELS,FREQUENCY=10
S, 
SINV, 
ENER, 
IE, 
PEQC, 
*OUTPUT,FIELD,FREQ=10
*ELEMENT OUTPUT,ELSET=PRINTELS
S,
SINV,
ENER,
IE,
PEQC,
*NODE FILE,NSET=F1
U,RF
*OUTPUT,FIELD
*NODE OUTPUT,NSET=F1
U,RF
*END STEP