*HEADING
STATICS + VERTICAL PULSE LOADING, QUIET BOUND, 16X16 CPE4R + 32 CINPE4   
*NODE
1,0.,0.
801,2e-3,0.
17,0.,-2e-3
817,2e-3,-2e-3
*NGEN,NSET=LHS
1,17
*NGEN,NSET=RHS
801,817
*NFILL,NSET=NALL
LHS,RHS,16,50
*NSET,NSET=INTER1,GEN
17, 817, 50
*NSET, NSET=INTER2,GEN
801,816
*NSET, NSET=INTER
INTER1,INTER2
*NCOPY,OLD SET=INTER,CHANGE NUMBER=1000,POLE,NEW SET=FAR
1, 
*NSET,NSET=TOP,GEN
1,801,50
*ELEMENT,TYPE=CPE4R,ELSET=FE
1,2,52,51,1
*ELGEN,ELSET=FE
1,16,1,1,16,50,16
*SOLID SECTION,ELSET=FE,MATERIAL=MAT1
*ELEMENT,TYPE=CINPE4,ELSET=IE
257, 67,17,1017,1067
273, 816,817,1817,1816
*ELGEN, ELSET=IE
257, 16, 50, 1
273, 16, -1, 1
*SOLID SECTION,ELSET=IE,MATERIAL=MAT1
*MATERIAL,NAME=MAT1
*ELASTIC
7.3E10,.33
*DENSITY
2842.0, 
*BOUNDARY
NALL,1
*STEP
*STEADYSTATEDYNAMICS,DIRECT,FREQUENCY SCALE=LINEAR
0.01,0.2,100,1
*BOUNDARY
TOP,2,2,2.5E-8
*ENERGY FILE, FREQUENCY=100
*ENERGY PRINT
*EL PRINT,FREQUENCY=0
*NODE PRINT
U, 
PU, 
*NODE FILE, FREQUENCY=100
U, 
PU, 
*OUTPUT,FIELD,VAR=PRESELECT,FREQUENCY=100
*OUTPUT,HISTORY,VAR=PRESELECT,FREQUENCY=100
*END STEP
*STEP
*STEADYSTATEDYNAMICS,DIRECT,FREQUENCY SCALE=LINEAR
0.01,0.2,100,1
*BOUNDARY,OP=NEW
NALL,2
TOP,1,1,2.5E-8
*ENERGY FILE, FREQUENCY=100
*ENERGY PRINT
*EL PRINT,FREQUENCY=0
*NODE PRINT
U, 
PU, 
*NODE FILE, FREQUENCY=100
U, 
PU, 
*OUTPUT,FIELD,VAR=PRESELECT,FREQUENCY=100
*OUTPUT,HISTORY,VAR=PRESELECT,FREQUENCY=100
*END STEP