*HEADING
 Transfer from Standard to Standard: elastic+plastic
 - First Standard analysis
 - Element property assignment for shell stiffness and orientation
*preprint, model=yes
*RESTART,WRITE
*NODE,NSET=ALL
 1,0.0,0.0,0.0
 2,1.0,0.0,0.0
 3,1.0,1.0,0.0
 4,0.0,1.0,0.0
 11,0.0,2.0,0.0
 12,1.0,2.0,0.0
 13,1.0,3.0,0.0
 14,0.0,3.0,0.0
*NSET,NSET=LEFT1
 1,4,11,14
*ELEMENT,TYPE=S4R,ELSET=EALL
 1,1,2,3,4
 11,11,12,13,14
*SHELL GENERAL SECTION,ELSET=EALL, ORIENTATION=ORI
 DIST_STIFF
*DISTRIBUTION TABLE, NAME=DISTTABLEORI
 COORD3D, COORD3D
*DISTRIBUTION, NAME=DIST_ORIENT, LOCATION=ELEMENT, TABLE=DISTTABLEORI
     ,  1.,0.,0.,  0.,1.,0.
 EALL,  1.,1.,0., -1.,1.,0.
*ORIENTATION, NAME=ORI
 DIST_ORIENT
 3, 0.
*DISTRIBUTION, NAME=DIST_STIFF, LOCATION=ELEMENT, TABLE=DISTTABLESTIFF
              , 0.60811E+05, 0.81081E+04, 0.81081E+05, 0.00000E+00, 0.00000E+00, 0.60000E+04, 0.57770E+03, 
   0.77027E+02, 0.00000E+00, 0.75152E+01, 0.77027E+02, 0.77027E+03, 0.00000E+00, 0.10020E+01, 0.10020E+02, 
   0.00000E+00, 0.00000E+00, 0.57000E+02, 0.00000E+00, 0.00000E+00, 0.74150E+00
             1, 0.30405E+05, 0.40541E+04, 0.40541E+05, 0.00000E+00, 0.00000E+00, 0.30000E+04, 0.15203E+03
   0.20270E+02, 0.00000E+00, 0.10135E+01, 0.20270E+02, 0.20270E+03, 0.00000E+00, 0.13514E+00, 0.13514E+01
   0.00000E+00, 0.00000E+00, 0.15000E+02, 0.00000E+00, 0.00000E+00, 0.10000E+00
*DISTRIBUTION TABLE, NAME=DISTTABLESTIFF
             SHELLSTIFF1,SHELLSTIFF1,SHELLSTIFF1,SHELLSTIFF1,SHELLSTIFF1,SHELLSTIFF1,SHELLSTIFF2,
 SHELLSTIFF2,SHELLSTIFF2,SHELLSTIFF3,SHELLSTIFF2,SHELLSTIFF2,SHELLSTIFF2,SHELLSTIFF3,SHELLSTIFF3,
 SHELLSTIFF2,SHELLSTIFF2,SHELLSTIFF2,SHELLSTIFF3,SHELLSTIFF3,SHELLSTIFF3
*BOUNDARY
 LEFT1,1,6
*STEP,NLGEOM
*STATIC
.1,1.
*BOUNDARY
  2,3,3,0.1
 12,3,3,0.1
*OUTPUT,FIELD
*ELEMENT OUTPUT
 SF, 
 SE,
*NODE OUTPUT
 U,
 COORD,
*END STEP
*STEP,NLGEOM
*STATIC
.1,1.
*BOUNDARY, OP=MOD
 12,3,3,0.2
*END STEP