*HEADING
 VERIFICATION TEST FOR CAXA4R3
 TRANSIENT DYNAMIC AND MODAL DYNAMIC ANALYSIS
*RESTART,WRITE,FREQUENCY=999
*NODE
1,1.0675,0.
3,1.1675,0.
5,1.2675,0.
201,1.0675,100.
203,1.1675,100.
205,1.2675,100.
*NGEN
1,3
3,5
201,203
203,205
1,201,5
2,202,5
3,203,5
4,204,5
5,205,5
*ELEMENT,TYPE=CAXA4R3,OFFSET=1000
1,1,2,7,6
2,2,3,8,7
3,3,4,9,8
4,4,5,10,9
*ELGEN,ELSET=EALL
1,40,5,4
2,40,5,4
3,40,5,4
4,40,5,4
*SOLID SECTION,MATERIAL=STEEL,ELSET=EALL
*MATERIAL,NAME=STEEL
*ELASTIC
30.E6,.3
*DENSITY
0.730E-03, 
*DAMPING, ALPHA=0.0, BETA=0.001
*EQUATION
3, 
201,1,1., 203,1,1., 202,1,-2.
**3
**1201,1,1.,1203,1,1.,1202,1,-2.
3, 
3201,1,1.,3203,1,1.,3202,1,-2.
*NSET,NSET=BASE
1,2,3,4,5
1001,1002,1003,1004,1005
2001,2002,2003,2004,2005
3001,3002,3003,3004,3005
*BOUNDARY
3,1
1003,1
2003,1
3003,1
BASE,2        
*ELSET,ELSET=EOUT
4,80,160
*NSET,NSET=NOUT
203,3203
*NSET,NSET=NOUT2,GENERATE
3,203,5
3003,3203,5
*NSET,NSET=NOUT3,GENERATE
1,201,5
3001,3201,5
*NSET,NSET=NOUT4,GENERATE
5,205,5
3005,3205,5
*AMPLITUDE, NAME=WAVE
0.0, 0.0, 0.01, 0.58777, 0.02, 0.95104, 0.03, 0.95107
0.04, 0.58784, 0.05, 9.265E-05, 0.06, -0.58769, 0.07, -0.95104
0.08, -0.95107, 0.09, 0.58792, 0.1, -1.85E-04
*STEP
*FREQUENCY,EIGENSOLVER=SUBSPACE, SIM=NO
20, , ,60
*MODAL FILE
*EL PRINT, F=0
*NODE PRINT, F=0
*OUTPUT,FIELD,VARIABLE=PRESELECT,OP=ADD,FREQUENCY=1
OUTPUT,HISTORY,FREQ=0
***OUTPUT,FIELD, OP=ADD
***MODAL OUTPUT,VARIABLE=ALL
***OUTPUT,HISTORY,OP=ADD
***MODAL OUTPUT,VARIABLE=ALL
*END STEP
**
**
*STEP
*MODAL DYNAMIC
0.01, 0.1
*SELECT EIGENMODES,GENERATE
1,20,1
*MODAL DAMPING, MODAL=DIRECT
1, 20, 0.02
*CLOAD, AMPLITUDE=WAVE
 203,1, 5000.0
3203,1,-5000.0
*EL PRINT, F=0
*NODE PRINT, F=0
*MODAL PRINT, F=0
*NODE FILE, FREQ=10, NSET=NOUT
U,V,A
*OUTPUT,FIELD, FREQ=0
*NODE OUTPUT
U,V,A
*OUTPUT,HISTORY,FREQ=10
*NODE OUTPUT,NSET=NOUT
U,V,A
*END STEP
**
**
*STEP
*STEADY STATE DYNAMICS
8.0, 100.0, 5
*MODAL DAMPING, MODAL=DIRECT
1, 20, 0.02
*CLOAD
 203,1, 5000.0
3203,1,-5000.0
*EL PRINT, F=0
*NODE PRINT, F=0
*NODE FILE, FREQ=5, NSET=NOUT
U,V,A
*OUTPUT,FIELD,FREQ=0
*NODE OUTPUT
U,V,A
*OUTPUT,HISTORY,FREQ=5
*NODE OUTPUT,NSET=NOUT
U,V,A
*END STEP
**
**
*STEP
*STEADY STATE DYNAMICS, DIRECT
8.0, 100.0, 5
*CLOAD
 203,1, 5000.0
3203,1,-5000.0
*EL PRINT, F=0
*NODE PRINT, F=0
*NODE FILE, FREQ=5, NSET=NOUT
U,V,A
*OUTPUT,FIELD, FREQ=0
*NODE OUTPUT
U,V,A
*OUTPUT,HISTORY, fREQ=5
*NODE OUTPUT,NSET=NOUT
U,V,A
*END STEP
**
**
*STEP
*STEADY STATE DYNAMICS, SUBSPACE PROJECTION=EIGENFREQUENCY,INTERVAL=RANGE
8.0, 100.0, 5,1.0
*SELECT EIGENMODES,GENERATE
1,19
*CLOAD
 203,1, 5000.0
3203,1,-5000.0
*EL PRINT, F=0
*NODE PRINT, F=0
*NODE FILE, FREQ=5, NSET=NOUT
U,V,A
*OUTPUT,FIELD, FREQ=0
*NODE OUTPUT
U,V,A
*OUTPUT,HISTORY, fREQ=5
*NODE OUTPUT,NSET=NOUT
U,V,A
*END STEP
**
**
*STEP
*DYNAMIC,DIRECT
0.01, 0.1
*CLOAD, AMPLITUDE=WAVE
 203,1, 5000.0
3203,1,-5000.0
*NODE PRINT, FREQ=0
*EL PRINT, FREQ=0
*NODE FILE, FREQ=5, NSET=NOUT
U,V,A
*OUTPUT,FIELD, FREQUENCY=0
*NODE OUTPUT
U,V,A
*OUTPUT,HISTORY,FREQ=5
*NODE OUTPUT,NSET=NOUT
U,V,A
*END STEP