*Heading
Testing Beam Tie for axisymmetric shells
*Preprint, Model=Yes
*Node
1, 10.0, 10.0
2, 10.0, 20.0
3, 10.0, 30.0
4, 15.0, 15.0
5, 25.0, 15.0
6, 25.0, 25.0
7, 15.0, 25.0
*Element, Type=SAX1, Elset=Shell
1, 1, 2
2, 2, 3
*Element, Type=CGAX4, Elset=CGAX4
3, 4, 5, 6, 7
*Shell Section, Material=HKS, Elset=Shell
1.0
*Solid Section, elset=CGAX4, Material=HKS
1.0
*Material, Name=HKS
*Elastic
1e06,0.3
*Surface, Name=Main, Type=Element
 1,SPOS
 2,SPOS
*Surface, Name=Secondary, Type=Element
3, S4
*Tie, Name=One, Position Tolerance = 40.0, ADJUST=NO
Secondary, Main
*Step,NLGEOM,UNSYMM=YES
*Static
0.1,1.0
*Boundary
3, 1, 2
2, 1, 1, 0.04
1, 1, 1, 0.02
4, 5, 5
*Node Print
U
RF
COORD
*End Step