*HEADING
This is a test of angular acceleration loading for CPS6M elements.
*NODE,NSET=ALL
1,9.,-1 
2,11.,-1
3,11.,1.
4,10.,-1.       
5,11.,0.       
6,10.,0.
7,9.,1.
8,10.,1.
9,9.,0.
*ELEMENT,TYPE=CPS6M,ELSET=EALL
1,1,2,3,4,5,6
2,1,3,7,6,8,9
*SOLID SECTION,MATERIAL=STEEL,ELSET=EALL
1., 
*MATERIAL,NAME=STEEL
*ELASTIC
30.E6,.33
*DENSITY
2000., 
*BOUNDARY
ALL,1,3
*STEP
*STATIC
*DLOAD
EALL,ROTA,10.,0.,0.,0.,0,0,1
*NODE PRINT,TOTALS=YES
RF, 
*EL PRINT
EVOL, 
*NODE FILE
RF, 
*OUTPUT,FIELD
*NODE OUTPUT
RF,
*EL FILE,FREQ=0
*OUTPUT,FIELD,FREQ=0
*ELEMENT OUTPUT
*END STEP