** TEST FOR BEAM OUTPUT NFORCSO:
** ELEMENT NODAL FORCES IN BEAM SECTION ORIENTATION
*PREPRINT, MODEL=YES
*NODE
 1, 0.0, 0.0
 2,10.0, 0.0
 3,10.0,10.0
*ELEMENT,TYPE=B31, ELSET=ALL
 1, 1,2 
 2, 2,3 
*BEAM SECTION,SECTION=RECT,ELSET=ALL,MATERIAL=MAT
 0.1,0.1
*TRANSVERSE SHEAR STIFFNESS
,,SCF
*MATERIAL,NAME=MAT 
*ELASTIC
 30E6,0.3
*NSET,NSET=END1 
 1
*NSET,NSET=END2 
 3
**
*STEP
*STATIC 
0.1,1.0,0.1,0.1
*CLOAD
3,1,-0.1
3,2,-0.2
3,3,-0.3
*BOUNDARY 
1,1,6 
*EL PRINT,POSITION=AVERAGED AT NODES
S11
*EL PRINT,POSITION=NODES
S11
*NODE PRINT 
U
*OUTPUT,FIELD
*ELEMENT OUTPUT
 SF, 
 NFORC, 
 NFORCSO,
*OUTPUT,FIELD
*NODE OUTPUT
 U, 
*OUTPUT,HISTORY
*ELEMENT OUTPUT, ELSET=ALL
 SF, 
 NFORC, 
 NFORCSO,
*END STEP