*HEADING
 Transfer from Standard to Explicit: 
 Test import capability for *TRANSFORM, TYPE=R
 Results imported from: sx_s_cpe4r_rtrans.inp
 Base for  file:        xs_s_cpe4r_rtrans.inp
*IMPORT,STEP=1,INC=6,UPDATE=NO,STATE=YES
 EALL, 
*MATERIAL,NAME=MAT1
*ELASTIC
2.0E9,0.3
*DENSITY
7800.0, 
*TRANSFORM, NSET=TRANS, TYPE=R
1.0, 1.0, 0.0, -1.0, 1.0, 0.0
*RESTART,TIMEMARKS=NO,WRITE
**
** This is a dummy step to verify the stress imported from Standard analysis
*ELSET,ELSET=QA_TEST_All_ELSETS_AUTO
EALL,
*NSET,NSET=QA_TEST_All_NSETS_AUTO
TRANS,
*STEP
*DYNAMIC,EXPLICIT
  ,0.000001
*BOUNDARY
NALL, ENCASTRE
*FILE OUTPUT,TIMEMARKS=YES, NUM=1
*EL FILE
 S,
*OUTPUT,FIELD,VARIABLE=PRESELECT,NUMBER INTERVAL=4,OP=NEW
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIME INTERVAL=2.5e-007,OP=NEW
*OUTPUT, FIELD,TIMEMARKS=YES, NUM=1
*ELEMENT OUTPUT,ELSET=QA_TEST_All_ELSETS_AUTO
 S,
*END STEP
*STEP
*DYNAMIC,EXPLICIT
  ,0.1
*BOUNDARY,TYPE=VELOCITY, OP=NEW
YFIX, 2, 2
XFIX, 1, 1
XMOVE, 1,1, 5.0
***OUTPUT,HISTORY,TIME INTERVAL=0.0
***NODE OUTPUT,NSET=XMOVE
**U,
***ELEMENT OUTPUT,ELSET=EALL
**S,LE
***ENERGY OUTPUT
**ALLKE,ALLSE,ALLWK,ALLIE,ETOTAL
*FILE OUTPUT,TIMEMARKS=YES, NUM=4
*EL FILE
 PEEQ,
*NODE FILE
 U,COORD,
*OUTPUT, FIELD,TIMEMARKS=YES, NUM=4
*ELEMENT OUTPUT,ELSET=QA_TEST_All_ELSETS_AUTO
 PEEQ,
*NODE OUTPUT,NSET=QA_TEST_All_NSETS_AUTO
 U,COORD,
*END STEP