*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=YES,STATE=NO,STEP=1
 EALL, 
*RESTART, WRITE
*FILE FORMAT,ZERO INC
*NODE,NSET=ALL1
 21,0.0,4.0,0.0
 22,1.0,4.0,0.0
 23,1.0,5.0,0.0
 24,0.0,5.0,0.0
*NSET,NSET=LEFT2
 21,24
*NSET,NSET=LEFT
 LEFT1,LEFT2
*ELEMENT,TYPE=S4R,ELSET=EALL1
 21,21,22,23,24
*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
               ,  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
	      21, 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
*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