*HEADING
 Twisted beam problem, 2x12x4 mesh - sc8r elements, thickness = 0.05
*NODE, NSET=NALL,INPUT=twistedbeam_sc8r_nodes_thin.inp
*ELEMENT,TYPE=SC8R
*ELGEN,ELSET=EALL
*SHELL SECTION,ELSET=EALL,MAT=ELAS
 .32,3
*MATERIAL,NAME=ELAS
*ELASTIC
 29.0E6, 0.22
*NSET,NSET=WALL,GEN
*BOUNDARY
 WALL,1,3
*nset,nset=nload
**
**
*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