*HEADING
DSA CANTILEVER PROBLEM
8x400 MESH
*PARAMETER
L=0.0
*DESIGN PARAMETER
L,
*Node
     1,    0.0, 0.0, 0.0
   801,  100.0, 0.0, 0.0
 16001,    0.0, 2.0, 0.0
 16801,  100.0, 2.0, 0.0
*NGEN, NSET=N1
 1, 801, 1
*NGEN, NSET=N2
 16001,16801,1
*NFILL
 N1, N2, 16, 1000
*PARAMETER SHAPE VARIATION, PARAMETER=L
     1, -1.0, 0.0, 0.0
  1001, -1.0, 0.0, 0.0
  2001, -1.0, 0.0, 0.0
  3001, -1.0, 0.0, 0.0
  4001, -1.0, 0.0, 0.0
  5001, -1.0, 0.0, 0.0
  6001, -1.0, 0.0, 0.0
  7001, -1.0, 0.0, 0.0
  8001, -1.0, 0.0, 0.0
  9001, -1.0, 0.0, 0.0
 10001, -1.0, 0.0, 0.0
 11001, -1.0, 0.0, 0.0
 12001, -1.0, 0.0, 0.0
 13001, -1.0, 0.0, 0.0
 14001, -1.0, 0.0, 0.0
 15001, -1.0, 0.0, 0.0
 16001, -1.0, 0.0, 0.0
*ELEMENT, TYPE=CPS8
 1,1,3,2003,2001,2,1003,2002,1001
*ELGEN, ELSET=EALL
 1,  400, 2, 1, 8, 2000, 400
*ELSET,ELSET=EFIXED
400,800,1200,1600,200,2400,2800,3200
*MATERIAL, NAME=ABAQUS
*ELASTIC
 210000., 0.1
*SOLID SECTION, ELSET=EALL, MATERIAL=ABAQUS
 1.0,
*NSET, NSET=BOUND, GENERATE
 801,     16801, 1000
*BOUNDARY
 BOUND, 1, 3, 0.0
*NSET, NSET=L1
 2001, 4001,  6001,  8001, 10001, 12001, 14001
*NSET, NSET=L2
 1, 16001
*NSET, NSET=L3
 1001, 3001,  5001,  7001,  9001, 11001, 13001, 15001
*NSET,NSET=NFREE
L1,L2,L3
*STEP, DSA
*STATIC
 1.0, 1.0
*CLOAD
 L1, 2,  -0.125
 L2, 2,  -0.0625
 L3, 2,   0.25
*OUTPUT, FIELD
*ELEMENT OUTPUT,ELSET=EFIXED
 S,
*NODE OUTPUT,NSET=NFREE
 U,
*OUTPUT, HISTORY, FREQUENCY=0
*DESIGN RESPONSE
*NODE RESPONSE,NSET=NFREE
 U,
*ELEMENT RESPONSE,ELSET=EFIXED
 S,
*END STEP