*HEADING
: RECTANGULAR FRAME SECTION, TESTING Of FOUNDATION 
                       LOADS [FRAME2D]  
Local coordinae system *TRANSFORM option is used. 
*NODE
 1,  0.0, 0.0
11, 64.95, 37.5
*NGEN,NSET=ALL
 1,11,2
*TRANSFORM,TYPE=R,NSET=ALL
  64.95, 37.5, 0.0, -37.5, 64.95, 0.0
*ELEMENT,TYPE=FRAME2D, ELSET=EALL
1,1,3
2,3,5
3,5,7
4,7,9
5,9,11
*ELSET, ELSET=FOUR
4, 
*FRAME SECTION,SECTION=R, ELSET=EALL, DENSITY=8000.0E-4
2., .1
0., 0., -1.
3.E6, 1.1538E6, .001
*BOUNDARY
1, 1, 1
1, 6
11, 1, 1
11, 6
*FOUNDATION 
 EALL, F2, 1500.  
*********************** STEP 1
*STEP,PERTURBATION
same as 2nd step 
*STATIC
*DLOAD
EALL, PX,   8.E-1
EALL, PY, -1.38561E0
*EL PRINT
SF, 
SEE, 
*OUTPUT,FIELD
*ELEMENT OUTPUT,ELSET=FOUR
SF,
SEE,
*OUTPUT,FIELD
*NODE OUTPUT
U,COORD
RF,
*OUTPUT,FIELD
*NODE OUTPUT
U,COORD
RF,
*NODE PRINT, GLOBAL=YES
 U,
 RF, 
*NODE PRINT, GLOBAL=NO
 U,
 RF, 
*OUTPUT,HISTORY,FREQUENCY=1
*ENERGY OUTPUT,VARIABLE=PRESELECT
*END STEP
*********************** STEP 2
*STEP,PERTURBATION
same as 2nd step (2)
*STATIC
*DLOAD
EALL, P2, -1.6E0
*END STEP