Element formation element= iter.= CP=
Time= Load Step= Substep= Equilibrium= Iteration=
F Convergence Norm= Previous Norm=
M Convergence Norm= Previous Norm=
FORCE CONVERGENCE VALUE= CRITERION=
MOMENT CONVERGENCE VALUE= CRITERION=
EQUIL ITER n COMPLETED. NEW TRIANG MATRIX. MAX DOF INC=
***LOAD STEP N SUBSTEP COMPLETED. CUM ITER=
***TIME= TIME INC=
***MAX PLASTIC STRAIN STEP = CRITERION=
***RESPONSE FREQ = PERIOD = PTS/CYC =
***AUTO STEP TIME: NEXT TIME INC = UNCHANGED