*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, ORIENTATION=ORI
 DIST_STIFF
*DISTRIBUTION TABLE, NAME=DISTTABLEORI
 COORD3D, COORD3D
*DISTRIBUTION, NAME=DIST_ORIENT, LOCATION=ELEMENT, TABLE=DISTTABLEORI
 EALL,  1.,1.,0., -1.,1.,0.
*ORIENTATION, NAME=ORI
 DIST_ORIENT
*DISTRIBUTION, NAME=DIST_STIFF, LOCATION=ELEMENT, TABLE=DISTTABLESTIFF
*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