*HEADING
 VERIFICATION OF THE V LOCAL MPC:  MPCVLOCAL
*NODE
1,0.0
2,10.0
11,0.0,-1.0
12,11.0,-1.0
*ELEMENT,TYPE=B31H,ELSET=BEAM
1,1,2
*BEAM SECTION,SECTION=RECT,MATERIAL=MAT, ELSET=BEAM
1.,1.
*MATERIAL,NAME=MAT
*ELASTIC
3.E6, 
*MPC
V LOCAL,1,1,11
V LOCAL,2,2,12
*BOUNDARY
1,4,5
11,1,3
12,1,1
12,3,3
*STEP,PERTURBATION
 LINEAR PERTURBATION ANALYSIS WITH DISTRIBUTED LOAD
*STATIC
*NODE FILE
U, 
RF, 
*OUTPUT,FIELD
*NODE OUTPUT
U,
RF,
*NODE PRINT
U, 
RF, 
*DLOAD
BEAM,P2,1.0
*END STEP
*STEP,NLGEOM
 NLGEOM ANALYSIS WITH DISTRIBUTED LOAD
*STATIC
1.0,1.0
*DLOAD
BEAM,P2,1.0
*MONITOR,NODE=2,DOF=2
*NODE FILE
U, 
RF, 
*OUTPUT,FIELD
*NODE OUTPUT
U,
RF,
*NODE PRINT
U, 
RF, 
*END STEP
*STEP,NLGEOM
 PUSH THE BEAM UP AND AROUND WHILE MAINTAINING DISTRIBUTED LOAD
*STATIC,DIRECT
0.1,1.0
*BOUNDARY,OP=NEW
1,4,5
11,1,1
11,2,2,15.707963
11,3,3
12,1,1
12,3,3
*END STEP