*HEADING
Global Model: Cantilevered plate [S4]
GAUSS INTEGRATION
*PREPRINT,ECHO=YES,HISTORY=NO,MODEL=NO
*NODE
1,
5,0.,3.
31,10.,
35,10.,3.
*NGEN,NSET=NL
1,5,1
*NGEN,NSET=NR
31,35,1
*NFILL,NSET=NALL
NL,NR,6,5
*NSET,NSET=QA_TEST
NR,
*ELEMENT,TYPE=S4,ELSET=EALL
1,1,6,7,2
*ELGEN,ELSET=EALL
1,4,1,1,6,5,4
*ELSET,ELSET=E1
1,2,3,4,
*SHELL SECTION,ELSET=EALL,MATERIAL=MAT1, SECTION=GAUSS
0.001,
*MATERIAL,NAME=MAT1
*ELASTIC
1.E6,0.3
*DENSITY
10., 
*BOUNDARY
NL,1,6
**********************
*AMPLITUDE,NAME=RAMP_UP,DEFINITION=SMOOTH STEP
0,0,1,1
*STEP
*DYNAMIC,EXPLICIT
,1.0
*DLOAD,AMP=RAMP_UP
EALL,P,1.e-2
*******************
*FILE OUTPUT,NUM=10
*NODE FILE
U,
***********
*OUTPUT, FIELD, NUMBER INTERVAL=1
*NODE OUTPUT,NSET=QA_TEST
U
************
*OUTPUT, FIELD, NUMBER INTERVAL=200
*NODE OUTPUT
U,V,A
*ELEMENT OUTPUT
S,LE
*OUTPUT, HISTORY, TIME INTERVAL=0.02
*NODE OUTPUT,NSET=NALL
U,V
*ENERGY OUTPUT,VAR=PRESELECT
*END STEP