**
**   Structure: cantilever beam.
**   Test objective:  steady state dynamics;
**                    real base motion given;
**                    Rayleigh damping is active: alpha=5000.,
**                    beta=0.
**
*HEADING
Model: beam     Date: 10-Mar-1998
*NODE
*ELEMENT, TYPE=C3D20R   , ELSET=B1
*NSET, NSET=CN7
*BOUNDARY
CN7, 1
*BOUNDARY
CN7, 2
*BOUNDARY
CN7, 3
*ELSET,ELSET=EALL,GENERATE
*MATERIAL,NAME=EL
*ELASTIC
  210000.0 ,       .3
*DENSITY
7.8E-9
*SOLID SECTION,MATERIAL=EL,ELSET=EALL
*NSET,NSET=N1
*NSET,NSET=N2
*STEP
*FREQUENCY,SOLVER=ARPACK,STORAGE=YES
10,0.01
*END STEP
*STEP
*STEADY STATE DYNAMICS
12000.,14000.,5
*MODAL DAMPING,RAYLEIGH
*BOUNDARY
CN7,1,1,1.
*NODE PRINT,NSET=N1
U
*NODE PRINT,NSET=N2
U
*END STEP