*HEADING
Twisted beam problem, 24 x b33 elements, thickness = 0.05, width = 1.1
*RESTART,WRITE
*NODE
*ELEMENT,TYPE=B33
*elgen,elset=eall
*BEAM SECTION,SECT=RECT,ELSET=eall,MAT=MAT
 1.1, 0.05
 0., 1., 0.
*BOUNDARY
 1,1,6
*MATERIAL,NAME=MAT
*ELASTIC
 29.E6, 0.22
*nset,nset=endn
**
*STEP,PERT
*STATIC
*CLOAD
 endn,2,1.0
*el print,frequency=0
*node print,nset=endn,summary=no
 u,
*node file, nset=endn
 u,
*OUTPUT,FIELD
*NODE OUTPUT,nset=endn
u,
*END STEP
**
**
*STEP,PERT
*STATIC
*CLOAD
 endn,1,1.0
*el print,frequency=0
*node print,nset=endn,summary=no
 u,
*node file, nset=endn
 u,
*OUTPUT,FIELD
*NODE OUTPUT,nset=endn
u,
*END STEP
**