*HEADING
Linear Elastic Skew Plate.  20 kPa Load.
S.I. Units  (meters, Newtons, sec, kilograms)
**
** Nodal coordinates
**
*NODE, NSET=N1
1,  0.0,  0.0,  0.0
*NODE, NSET=N13
7, 0.0, 40.0E-2,  0.0
*NGEN, NSET=ENDA
1,7,1
*NCOPY, CHANGENUMBER=700, OLDSET=ENDA, NEWSET=ENDB, SHIFT
100.0E-2,  57.7E-2,  0.0
0.0,0.0,0.0,1.0,0.0,0.0,0.0
*NFILL, NSET=ALLNODES
ENDA, ENDB, 14, 50
*NSET, NSET=MIDSPAN, GENERATE
351,357,2
**
** Element connectivity
**
*ELEMENT, TYPE=S8R5, ELSET=PLATE
1, 1,101,103,3,51,102,53,2
*ELGEN, ELSET=PLATE
1, 3,2,1, 7,100,10
**
** Physical and material properties
**
*SHELL GENERAL SECTION, ELSET=PLATE, MATERIAL=MAT1, 
ORIENTATION=SKEW
0.8E-2, 
*ORIENTATION, NAME=SKEW, SYSTEM=RECTANGULAR
10.0E-2, 5.77E-2,0.0, -5.77E-2,10.0E-2,0.0
3, 0.0
*MATERIAL, NAME=MAT1
*ELASTIC
30.0E9,0.3
**
** Local coordinate system
**
*TRANSFORM, NSET=ENDB, TYPE=R
10.0E-2, 5.77E-2,0.0,  -5.77E-2,10.0E-2,0.0
**
** History data--END OF MODEL DATA--
**
*STEP, PERTURBATION
Uniform pressure (20.0 kPa) load
*STATIC
**
** Boundary conditions
**
*BOUNDARY
ENDA,ENCASTRE
ENDB,2,6
**
** Pressure loads
**
*DLOAD
PLATE,P,-20000.0
**
** Output requests
**
*OUTPUT,FIELD,OP=NEW
*NODE OUTPUT
U, 
*ELEMENT OUTPUT
S, 
*OUTPUT,HISTORY,OP=NEW
*NODE OUTPUT,NSET=MIDSPAN
U, 
*EL PRINT
S, 
*NODE PRINT, SUMMARY=NO, TOTALS=YES
RF, 
*NODE PRINT, SUMMARY=NO, TOTALS=YES, GLOBAL=YES
RF, 
*NODE PRINT, NSET=MIDSPAN
U, 
*END STEP