*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