*HEADING
 VIBRATION OF A CABLE UNDER TENSION            
*ELEMENT,TYPE=B21,ELSET=EONE
 1,1,2
*ELGEN,ELSET=EALL
 1,13
*MATERIAL,NAME=A1
*ELASTIC
 30.E6, 
*DENSITY
 .00073, 
*BEAM SECTION,SECTION=CIRC,MATERIAL=A1,ELSET=EALL
 0.031249, 
*NODE
 1, 
 14,100.
*NGEN
 1,14
*BOUNDARY
 1,1,2
 14,2
*STEP,NLGEOM
 STRETCH CABLE
*STATIC
*CLOAD
 14,1,500.                                                
*NODE FILE,FREQUENCY=0
*OUTPUT,FIELD,FREQ=0
*NODE OUTPUT
*EL PRINT,FREQUENCY=0
*NODE PRINT
U,RF,CF
*END STEP
*STEP,NLGEOM
  EXTRACT MODE FREQUENCIES
*FREQUENCY, eigensolver=lanczos, SIM=NO
 4, ,1000.,
*EL PRINT,FREQUENCY=0
*NODE FILE,FREQUENCY=0
*OUTPUT,FIELD,FREQ=0
*NODE OUTPUT
*MODAL FILE
*OUTPUT,HISTORY,FREQUENCY=1
*MODAL OUTPUT
*ELEMENT MATRIX OUTPUT,ELSET=EALL,STIFFNESS=YES,MASS=YES,FREQUENCY=1
*ELEMENT MATRIX OUTPUT,ELSET=EALL,STIFFNESS=YES,MASS=YES,FREQUENCY=1,
OUTPUT FILE=USER DEFINED
*END STEP