*HEADING
 VERIFICATION TEST FOR CAXA44
 TRANSIENT DYNAMIC AND MODAL DYNAMIC ANALYSIS
*RESTART,WRITE,FREQ=1
*NODE
1,1.0675,0.
2,1.1675,0.
3,1.2675,0.
201,1.0675,100.
202,1.1675,100.
203,1.2675,100.
*NGEN
1,201,10
2,202,10
3,203,10
*ELEMENT,TYPE=CAXA44,OFFSET=1000
1,1,2,12,11
2,2,3,13,12
*ELGEN,ELSET=EALL
1,20,10,2
2,20,10,2
*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, 
4201,1,1.,4203,1,1.,4202,1,-2.
*NSET,NSET=BASE
1,2,3,1001,1002,1003,2001,2002,2003
3001,3002,3003, 4001,4002,4003
*BOUNDARY
2,1
1002,1
2002,1
3002,1
4002,1
BASE,2        
*ELSET,ELSET=EOUT
2,20,40
*NSET,NSET=NOUT
202,4202
*NSET,NSET=NOUT2,GENERATE
2,202,10
4002,4202,10
*NSET,NSET=NOUT3,GENERATE
1,201,5
4001,4201,5
*NSET,NSET=NOUT4,GENERATE
3,203,5
4003,4203,5
*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=lanczos, SIM=NO
20, , 
*MODAL FILE
*EL PRINT, F=0
*NODE PRINT, F=0
*OUTPUT,FIELD
*MODAL OUTPUT
*OUTPUT,HISTORY
*MODAL OUTPUT
*END STEP
**
**
*STEP
*MODAL DYNAMIC
0.01, 0.1
*MODAL DAMPING, MODAL=DIRECT
1, 20, 0.02
*CLOAD, AMPLITUDE=WAVE
 202,1, 5000.0
4202,1,-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
*SELECT EIGENMODES, GENERATE
1, 20,1
*CLOAD
 202,1, 5000.0
4202,1,-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
 202,1, 5000.0
4202,1,-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,NSET=NOUT
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
*CLOAD
 202,1, 5000.0
4202,1,-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,NSET=NOUT
U,V,A
*OUTPUT,HISTORY, FREQ=5
*NODE OUTPUT,NSET=NOUT
U,V,A
*END STEP
**
**
*STEP
*DYNAMIC
0.01, 0.1
*CLOAD, AMPLITUDE=WAVE
 202,1, 5000.0
4202,1,-5000.0
*NODE PRINT, FREQ=0
*EL PRINT, FREQ=0
*NODE FILE, FREQ=5, NSET=NOUT
U,V,A
*OUTPUT,FIELD,FREQ=0
*NODE OUTPUT,NSET=NOUT
U,V,A
*OUTPUT,HISTORY,FREQ=5
*NODE OUTPUT,NSET=NOUT
U,V,A
*END STEP