*HEADING
.INP: TESING CPE3H ELEMENTS
** Dynamic Features Tested:
**      *STEADY STATE DYNAMICS,DIRECT
**      *FREQUENCY,EIGENSOLVER=LANCZOS, SIM=NO
**      *STEADY STATE DYNAMICS,SUBSPACE PROJECTION
**
*NODE, Nset=ODB_NSET
*NSET, NSET=NMID
*ELSET, ELSET=EMID
*ELEMENT,TYPE=CPE3H,ELSET=E1
*SOLID SECTION, ELSET=E1, MATERIAL=MAT
*MATERIAL, NAME=MAT
*ELASTIC,TYPE=ISO
2.E7,0.
*DENSITY
8000.,
*DAMPING,ALPHA=5.36,BETA=7.46E-5
*BOUNDARY
1,1,2
4,1,2
7,1,2
**
** Sets added by addodb
**
*Elset,Elset=ODB_ESET
E1,
**
**
*Nset, Nset=ODB_NSET
ODB_NSET, NMID
**
**
*STEP,PERT
*STEADY STATE DYNAMICS,DIRECT,FREQUENCY SCALE = LINEAR
10,15.,100,1
*DLOAD
4,P2,30000.
8,P1,30000.
*EL PRINT
S,
E,
*NODE PRINT, NSET=NMID
U,
*NODE FILE, NSET=NMID
U,
*EL FILE, ELSET=EMID, POSITION=AVERAGED AT NODES, FREQ=42
S,
*ENERGY PRINT
*ENERGY FILE
*OUTPUT,FIELD,VARIABLE=PRESELECT,OP=ADD,FREQ=42
*OUTPUT,HISTORY,OP=ADD
*NODE OUTPUT,NSET=NMID
U,
*OUTPUT,HISTORY,OP=ADD
*ELEMENT OUTPUT,ELSET=EMID
S,
*OUTPUT,HISTORY, OP=ADD
*ENERGY OUTPUT
ALLIE,
*OUTPUT,FIELD, OP=ADD,FREQ=42
*ENERGY OUTPUT
ALLIE,
*END STEP
**
*STEP
*FREQUENCY, eigensolver=lanczos, SIM=NO
15, ,
*NODE PRINT,FREQ=0
*EL PRINT,FREQ=0
*EL FILE, ELSET=EMID, FREQ=0
*END STEP
*STEP
*STEADY STATE DYNAMICS,SUBSPACE PROJECTION=EIGENFREQUENCY,FREQUENCY SCALE = LINEAR,
 INTERVAL=RANGE
10,15.,100,1
*DLOAD
4,P2,30000.
8,P1,30000.
*EL PRINT
S,
E,
*NODE PRINT, NSET=NMID
U,
*NODE FILE, NSET=NMID
U,
*EL FILE, ELSET=EMID, POSITION=AVERAGED AT NODES, FREQ=42
S,
*END STEP