*HEADING
 VERIFICATION EXAMPLE FOR STEADY STATE RESPONS    
*RESTART,WRITE,FREQUENCY=999
*PREPRINT, ECHO=YES, MODEL=NO, HISTORY=NO
*NODE
 1,0
 4,30
*NGEN,NSET=ALL
 1,4
*NSET,NSET=TIP
 4,
*NSET,NSET=BOT
 1, 
*ELEMENT,TYPE=T3D2
 1,1,2
*ELGEN,ELSET=ALL
 1,3
** introduce small mass to stabilize QA results
*element, type=mass, elset=emass
101,2
*mass, elset=emass
1.e-6
*MATERIAL,NAME=ALL
*ELASTIC
 5,
*DENSITY
 0.011111, 
*DAMPING,COMPOSITE=0.1
*SOLID SECTION,MATERIAL=ALL,ELSET=ALL
 2,
*BOUNDARY
 BOT,ENCASTRE
 ALL,2,3
*STEP
*FREQUENCY,EIGENSOLVER=SUBSPACE,NORMALIZATION=MASS,SIM=NO
 3,
*EL PRINT
 S,E
*OUTPUT, FIELD, VARIABLE=PRESELECT, FREQUENCY=999
*MODAL FILE
*END STEP
*STEP
 STEADY STATE DYNAMICS
*STEADY STATE DYNAMICS
 0.01,10,2,3,0
*MODAL DAMPING,MODAL=DIRECT
 1,3,0.1
*CLOAD
 4,1,5.
*EL PRINT,FREQUENCY=1
S,E,PHS,PHE
*NODE PRINT,FREQUENCY=1
U,V,A
CF,RF,PU
*ENERGY PRINT
*MODAL PRINT
 GU,GV,GA
 GPU,
 SNE,KE,T
*MODAL FILE
 GU,GV,GA
 GPU,
 SNE,KE,T
*NODE FILE,FREQUENCY=0
 U,V,A
*EL FILE
S,E,PHS,PHE
**
*OUTPUT, FIELD, VARIABLE=PRESELECT, FREQUENCY=999
*OUTPUT, HISTORY
*MODAL OUTPUT
 GU,GV,GA
 GPU,
 SNE,KE,T
*OUTPUT, HISTORY
*ELEMENT OUTPUT, ELSET=ALL
 S,E
*END STEP
*STEP
 STEADY STATE DYNAMICS (2)
*STEADY STATE DYNAMICS
 0.01,10,2
*CLOAD
 4,1,5.
*MODAL DAMPING,STRUCTURAL
 1,3,0.1
*OUTPUT, FIELD, VARIABLE=PRESELECT, FREQUENCY=999
*END STEP