** : base problem for symmetric transfer problem: ps68sxrev1
*heading
** ELEMENT : SAX2  ---> S4R
** FEATURE TESTED : *SYMMETRIC MODEL GEN. 
**                  *SYMMETRIC RESULTS TRANSFER
*node, nset=nall
1,2
2,3
3,3,0.5
4,2,0.5
5,2.5,0
6,3,0.25
7,2.5,0.5
8,2,0.25
9,2,0.5
10,3,0.5
11,3,1
12,2,1
13,2.5,0.5
14,3,0.75
15,2.5,1
16,2,0.75
*element,type=cax8,elset=solid
1,1,2,3,4,5,6,7,8
2,9,10,11,12,13,14,15,16
*element,type=sax2,elset=shell
3,3,7,4
*solid section, elset=solid, material=soft
*shell section, elset=shell, material=soft
0.1,
*REBAR LAYER
REBAR1,0.1,0.2,0,STIFF,90,1
REBAR2,0.1,0.2,0,STIFF,0,1  
*material, name=soft
*elastic
1.e4,0.3
*material, name=stiff
*elastic
1.e6, 0.3
*surface,name=s1
3,spos
*surface,name=s2
2,s1
*contact pair, interaction=tied,tied, adjust=0.005,smallsliding,nothick
s2,s1
*surface interaction,name=tied
*nset,nset=n1
1, 
*nset,nset=n2
2, 
*nset,nset=n4
4, 
*nset,nset=n5
5, 
*nset,nset=n8
8, 
*nset,nset=n12
12, 
*nset,nset=n16
16, 
*elset,elset=e2
2, 
*nset,nset=nhoop
1,2,3,4,7,8,11,12,14,15,16
*restart,w
*step
*static
1.0,1.0
*boundary
n1,1,2
n5,2,2
n2,2,2
n4,1,1
n8,1,1
n12,1,1
n16,1,1
*dload
e2,p3,10.
*nodefile
u, 
rf, 
*elfile
s, 
e, 
*elfile,rebar
s, 
e, 
*endstep