*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
*NSET,NSET=LEFT1
*ELEMENT,TYPE=S4R,ELSET=EALL
*SHELL GENERAL SECTION,ELSET=EALL
   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
*DISTRIBUTION, NAME=DIST_ORIENT, LOCATION=ELEMENT, TYPE=ORIENT
 EALL,  1.,1.,0., -1.,1.,0.
*DISTRIBUTION, NAME=DIST_STIFF, LOCATION=ELEMENT, TYPE=SHELL3D STIFFNESS
*ELEMENT PROPERTIES
 ORIENTATION, DIST_ORIENT
 SHELL3DSTIFFNESS, DIST_STIFF
*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