*HEADING
  TEST FOR MODAL DYNAMIC PROCEDURE, CONTINUATION
*RESTART, WRITE
*NODE
 1,  0.,0.
11, 10.,0.
*NGEN
1,11
*NSET, NSET=TIP
11, 
*ELEMENT, TYPE=B21, ELSET=BEAM
1, 1,2
*ELGEN, ELSET=BEAM
1, 10,1,1
*MATERIAL, NAME=STEEL
*ELASTIC
200.E9,0.3
*DENSITY
7500, 
*BEAM SECTION, SECT=RECT, MATERIAL=STEEL, ELSET=BEAM
0.1,0.1
*BOUNDARY
1, ENCASTRE
*STEP
*FREQUENCY, eigensolver=lanczos
10, , 
*EL PRINT, FREQ=0
*NODE PRINT, FREQ=0
*NODE FILE, NSET=TIP
U, 
*END STEP
*STEP
*MODAL DYNAMIC
0.05,0.5
*CLOAD
TIP, 2,-1.E2
*NODE PRINT, NSET=TIP
U, 
*output,hist,freq=2
*node output,nset=tip
 U,V
*modal output
 GU1,GV1
*END STEP
**
**
*STEP
*MODAL DYNAMIC, CONTINUE=YES
0.05,0.5
*NODE FILE, FREQ=2, NSET=TIP
U, 
*output,hist,freq=2
*node output,nset=tip
 U,V
*modal output
 GU1,GV1
*END STEP