*HEADING
 Transfer from Standard to Standard : elastic
 - Second Standard analysis
 - Element property assignment for shell stiffness and orientation
   in imported elements
 - Element property assignment for shell stiffness in new elements
*IMPORT,UPDATE=NO,STATE=YES,STEP=1
 EALL,
*RESTART, WRITE
*FILE FORMAT,ZERO INC
*NODE,NSET=ALL1
*NSET,NSET=LEFT2
*NSET,NSET=LEFT
 LEFT1,LEFT2
*ELEMENT,TYPE=S4R,ELSET=EALL1
*SHELL GENERAL SECTION,ELSET=EALL1
 DIST_STIFF1
*DISTRIBUTION TABLE, NAME=DISTTABLESTIFF1
 SHELLSTIFF1,SHELLSTIFF1,SHELLSTIFF1,SHELLSTIFF1,SHELLSTIFF1,SHELLSTIFF1,SHELLSTIFF2,SHELLSTIFF2,
 SHELLSTIFF2,SHELLSTIFF3,SHELLSTIFF2,SHELLSTIFF2,SHELLSTIFF2,SHELLSTIFF3,SHELLSTIFF3,SHELLSTIFF2,
 SHELLSTIFF2,SHELLSTIFF2,SHELLSTIFF3,SHELLSTIFF3,SHELLSTIFF3
*DISTRIBUTION, NAME=DIST_STIFF1, LOCATION=ELEMENT, TABLE=DISTTABLESTIFF1
*BOUNDARY
 LEFT,1,6
*STEP,NLGEOM
*STATIC
.1,1.
*BOUNDARY
  2,3,3,0.1
 12,3,3,0.2
 22,3,3,0.2
*OUTPUT,FIELD
*ELEMENT OUTPUT
 SF,
 SE,
*NODE OUTPUT
 U,
 COORD,
*END STEP