*Heading
Beam Global Model
*Node
1, 0.0, 0.0, 0.0
2, 10.0, 0.0, 0.0
3, 20.0, 0.0, 0.0
4, 30.0, 0.0, 0.0
5, 40.0, 0.0, 0.0
*Element, Type=B21, Elset=Eall
1, 1, 2
2, 2, 3
3, 3, 4
4, 4, 5
*Beam Section, Section=CIRC, Elset=Eall, Material=HKS
0.01
*Material, Name=HKS
*Elastic
10000.0, 0.2
*Density
0.01
*Node
6, 40.0, -1.0, 0.0
7, 50.0, -1.0, 0.0
8, 50.0,  0.0, 0.0
*Element, Type=CPS4, Elset=E1
5, 5, 6, 7, 8
*Solid Section, Material=HKS, Elset=E1
1.0
*Boundary
1, 1, 2, 0.0
*Step, Nlgeom, Inc=1000
*Dynamic,Haftol=0.001
1e-01,10.0,,10.
*Boundary,Type=Velocity
1,6,6,1.0
*Node File, frequency=999
U
*Output,Field
*Node Output
U
*End Step