*HEADING
: EIGENVALUE ANALYSIS OF AN UNCONSTRAINED PATCH OF ELEMENTS  [CPS6M]
*PREPRINT,ECHO=YES,HISTORY=NO,MODEL=NO
*NODE
10,0,0
20,.24,0.
30,.24,.12
40,0.,.12
50,.12,0.
60,.24,.06
70,.12,.12
80,.0,.06
102,.04,.02
104,.18,.03
204,.16,.08
202,.08,.08
*NGEN
102,104
202,204
102,202,50
104,204,50
10,102,46
40,202,81
30,204,87
20,104,42
10,40,15
40,102,31
20,102,41
104,202,49
30,202,86
30,104,37
*ELEMENT,TYPE=CPS6M, ELSET=EALL
1, 10,102,40,56,71,80
2, 10,20,102,50,61,56
3, 102,202,40,152,121,71
4, 202,30,40,116,70,121
5, 102,20,104,61,62,103
6, 102,104,202,103,153,152
7, 202,104,204,153,154,203
8, 202,204,30,203,117,116
9, 104,30,204,67,117,154
10, 104,20,30,62,60,67
*SOLID SECTION,MATERIAL=A1, ELSET=EALL
.001, 
*MATERIAL,NAME=A1
*ELASTIC,TYPE=ISOTROPIC
1.E6,.25
*DENSITY
7.5E-4, 
*NSET,NSET=SIDES,GENERATE
10,80,10
*STEP
*FREQUENCY, eigensolver=lanczos, SIM=NO
5, , ,-1.E7 
*MODAL FILE
*OUTPUT,HISTORY,FREQUENCY=1
*MODAL OUTPUT
*CONTROLS,PARAMETERS=FIELD
1.E-14, 1., 10000. , , 1.E-12
*END STEP
*STEP,NLGEOM
*STATIC
*DLOAD
1, P3, -10000.
2, P1, -10000.
4, P2, -10000.
10, P2, -10000.
*BOUNDARY
10,1,2
20,2
*EL PRINT,FREQ=0
*NODE PRINT
U,RF
*END STEP
*STEP,NLGEOM
*FREQUENCY, eigensolver=lanczos, SIM=NO
5, , , -1.E+7 
*MODAL FILE
*OUTPUT,HISTORY,FREQUENCY=1
*MODAL OUTPUT
*EL PRINT,FREQ=0
*NODE PRINT,FREQ=0
*BOUNDARY,OP=NEW
*END STEP