** Nodes
*Node, NSET=Nall
** Face elements
*Element, TYPE=CAX8R, ELSET=Efaces
** Define element set Eall
*ELSET, ELSET=Eall
Efaces
*NSET,NSET=ConstraintDisplacement
*MATERIAL, NAME=MaterialSolid
*ELASTIC
210000, 0.300
*SOLID SECTION,ELSET=Eall,MATERIAL=MaterialSolid
1.57d0
*STEP
*STATIC, SOLVER=SPOOLES
*BOUNDARY
ConstraintDisplacement,2
*DLOAD
8,P1,10.
*NODE FILE, OUTPUT=3d
U
*EL FILE
S, E
*END STEP