*HEADING
 NAFEMS BENCHMARK EXAMPLE 3DNLG-1: ELEMENT B32
 ELASTIC LARGE DEFLECTION RESPONSE OF Z-SHAPED CANTILEVER UNDER END LOAD
*SYSTEM 
0,0,0,   1,1,0  
 -1,1,0 
*NODE   
1,    0.,0.,0.     
7,   60.,0.,0.    
13, 120.,0.,30. 
19, 180.,0.,30. 
*NGEN   
1,7,1   
7,13,1  
13,19,1 
*NSET,NSET=QA_TEST_N19
19   ,   
*ELEMENT, TYPE = B32    
1,1,2,3 
*ELGEN, ELSET=CANTE     
1, 9, 2 
*ELSET, ELSET=QA_TEST_E34
3,4
*BEAM GENERAL SECTION, SECT=RECT ,ELSET=CANTE,POISSON=0.3
20,1.7  
-1,1,0   
2.0E5,  
*BOUNDARY       
1,ENCASTRE 
*RESTART,WRITE,OVERLAY    
************************************** 
*STEP,NLGEOM,INC=40     
*STATIC 
0.01,1  
*CLOAD  
19,3,104.5
*CONTROLS, PARAMETERS=FIELD

,0.0,
*NODE FILE,NSET=QA_TEST_N19
CF   ,      ,    
U    ,    
*OUTPUT,FIELD,FREQUENCY=1
*NODE OUTPUT,NSET=QA_TEST_N19
CF,
U
*ELEMENT OUTPUT, ELSET=QA_TEST_E34
SF
*EL FILE,POSITION=AVERAGED AT NODES,FREQ=1     
SF   ,   
*NODE PRINT,F=0
*EL PRINT,F=0
*NODE PRINT,NSET=QA_TEST_N19,F=99
CF3  ,      ,     
U3   ,    
*EL PRINT,POSITION=AVERAGED AT NODES,FREQ=99     
SM1, 
*ENDSTEP
*******************************
*STEP,NLGEOM,INC=40     
*STATIC 
0.01,1  
*CLOAD  
19,3,1263       
*ENDSTEP
**********************************
*STEP,NLGEOM,INC=40     
*STATIC 
0.01,1 
*EL PRINT,POSITION=AVERAGED AT NODES,FREQ=99     
SM1, 
*el print
SF, 
*CLOAD  
19,3,4000       
*ENDSTEP