*HEADING LOAD-DISPLACEMENT ANALYSIS (EULER COLUMN):B32OS *RESTART,WRITE *NODE 1, 0.0, .03 2, 0.6, .027645 3, 1.2, .025308 4, 1.8, .022998 5, 2.4, .02073 6, 3.0, .018519 7, 3.6, .01638 8, 4.2, .014325 9, 4.8, .012366 10, 5.4, .010518 11, 6.0, .008787 12, 6.6, .007188 13, 7.2, .00573 14, 7.8, .004422 15, 8.4, .00327 16, 9.0, .0022836 17, 9.6, .0014683 18, 10.2, .0008289 19, 10.8, .00036936 20, 11.4, .000092481 21, 12.0, 0.0 *NSET,NSET=ONE 1, *ELEMENT,TYPE=B32OS 1,1,2,3 *ELGEN,ELSET=EALL 1,10,2,1 *ELSET,ELSET=PRIN 5, *BEAM SECTION,SECTION=I,ELSET=EALL,MATERIAL=MAT 0.345,0.69, 0.3,0.3, 0.027,0.027, 0.0145 0.0,-1.0,0.0 *MATERIAL,NAME=MAT *ELASTIC 2.E11,0.3125 *BOUNDARY 21,1,6 *STEP,NLGEOM,INC=150 *STATIC,RIKS .0001,1.,,,6.0 *CLOAD 1,1,4.3719E5 *NODE PRINT,FREQUENCY=2 U, RF, *EL PRINT,ELSET=PRIN,FREQUENCY=0 S, *NODE FILE,NSET=ONE U, RF, *CONTROLS,PARAMETERS=FIELD ,0.0, *OUTPUT,FIELD,OP=ADD *NODE OUTPUT WARP,RWM *END STEP