*HEADING
 Twisted beam problem, 4x24x2 mesh - sc8r elements, thickness = 0.32
*NODE, NSET=NALL,INPUT=twistedbeam_sc8r_nodes_thick.inp
*ELEMENT,TYPE=SC8R
 11,11,13,33,31,4011,4013,4033,4031
*ELGEN,ELSET=EALL
 11,4,2,1,24,20,10,2,4000,1000
*SHELL SECTION,ELSET=EALL,MAT=ELAS, POISSON=ELASTIC
 .32,3
*MATERIAL,NAME=ELAS
*ELASTIC
 29.0E6, 0.22
*NSET,NSET=WALL,GEN
 11,19
 4011,4019
 8011,8019
*BOUNDARY
 WALL,1,3
*nset,nset=nload
 495, 8495
**
**
*STEP,PERT
*STATIC
*CLOAD
 nload,2,0.5
*MONITOR,NODE=495,DOF=2 
*el print,frequency=0
*node print,nset=nload,summary=no
 u, 
*node file,nset=nload
 u, 
*OUTPUT,FIELD
*NODE OUTPUT
u,
*END STEP 
**
**
*STEP,PERT
*STATIC
*CLOAD
 nload,3,0.5
*MONITOR,NODE=495,DOF=3
*el print,frequency=0
*node print,nset=nload,summary=no
 u, 
*node file,nset=nload
 u, 
*OUTPUT,FIELD
*NODE OUTPUT
u,
*ELEMENT OUTPUT
 STH,
*END STEP