...bis hier hin wurde die struktur erstellt FINISH ! Apply Loads and Obtain the Solution /SOLU ! Enter SOLUTION d,10,all ! constraints d,12,all ANTYPE,TRANS ! Transient analysis TRNOPT,FULL ! Full method F,11,FX,-1000 ! Loads BETAD,0.02 ! Stiffness damping KBC,0 ! Ramped or stepped loads TIME,0.1 ! Time at end of load step DELTIM,0.05 ! Time step size LSWRITE ! Write first load step FDELE,11,all ! Loads BETAD,0.02 ! Stiffness damping KBC,0 ! Ramped or stepped loads TIME,1 ! Time at end of load step DELTIM,0.05 ! Time step size LSWRITE ! Write 2nd load step F,11,FX,-1000 ! Loads BETAD,0.02 ! Stiffness damping KBC,0 ! Ramped or stepped loads TIME,3 ! Time at end of load step DELTIM,0.05 ! Time step size LSWRITE ! Write first load step FDELE,11,all ! Loads BETAD,0.02 ! Stiffness damping KBC,0 ! Ramped or stepped loads TIME,6 ! Time at end of load step DELTIM,0.05 ! Time step size LSWRITE ! Write 2nd load step SAVE LSSOLVE,1,4,1 ! Initiate multiple load step solution FINISH ! Review the Results /POST26 SOLU,... ! Store solution summary data NSOL,... ! Store nodal result as a variable ESOL,,,, ! Store element result as a variable RFORCE,... ! Store reaction as a variable PLVAR,... ! Plot variables PRVAR,... ! List variables FINISH /POST1 SET,... ! Read desired set of results into database PLDISP,... ! Deformed shape PRRSOL,... ! Reaction loads PLNSOL,... ! Contour plot of nodal results PRERR ! Global percent error (a measure of mesh adequacy) FINISH