*Heading
*Node, Nset=NR
1, 40.0, 0.0, 0.0
2, 40.0,-1.0, 0.0
3, 50.0,-1.0, 0.0
4, 50.0, 0.0, 0.0
*Element, Type=CPS4, Elset=Eall
1, 1, 2, 3, 4
*Solid Section, Elset=Eall, Material=HKS
1.0
*Material, Name=HKS
*Elastic
10000.0, 0.2
*Density
0.01
*Step, NLGEOM
*Static
1e-01,10.0
*Field Import, submodel
*external field, file=gbeam_fieldimport.sim, tstart=0, tend=10
 ,NR,U,,,U
*el file, frequency=999
s
*Output,Field
*Element Output
S,
*node output
u
*End Step