MULTI-FRONTAL SOLVER
AVAILABLE MEMORY = 1.4 GBYTES
CONSTRUCTION STEP NO. : 1 / 38 STAGE NO : 1 STEP NO : 1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. : 12 OF 20
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 69
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.
ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 2 DISPLACEMENT ERROR NORM .. : 0.00000E+00 CONVERGENCE TOLERANCE .. : 0.10000E-01

CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. : 2 / 38 STAGE NO : 1 STEP NO : 2
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. : 12 OF 20
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 69
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.
ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 2 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 3 DISPLACEMENT ERROR NORM .. : 0.00000E+00 CONVERGENCE TOLERANCE .. : 0.10000E-01

CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. : 3 / 38 STAGE NO : 2 STEP NO : 1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. : 19 OF 20
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 111
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.
ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 2 DISPLACEMENT ERROR NORM .. : 0.00000E+00 CONVERGENCE TOLERANCE .. : 0.10000E-01

CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. : 4 / 38 STAGE NO : 2 STEP NO : 2
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. : 19 OF 20
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 111
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.
ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 2 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 3 DISPLACEMENT ERROR NORM .. : 0.00000E+00 CONVERGENCE TOLERANCE .. : 0.10000E-01

CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. : 5 / 38 STAGE NO : 3 STEP NO : 1
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. : 19 OF 20
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 111
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.
ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 2 DISPLACEMENT ERROR NORM .. : 0.00000E+00 CONVERGENCE TOLERANCE .. : 0.10000E-01

CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. : 6 / 38 STAGE NO : 3 STEP NO : 2
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. : 19 OF 20
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 111
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.
ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 2 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 3 DISPLACEMENT ERROR NORM .. : 0.00000E+00 CONVERGENCE TOLERANCE .. : 0.10000E-01

CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. : 7 / 38 STAGE NO : 3 STEP NO : 3
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. : 19 OF 20
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 111
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.
ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 2 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 3 DISPLACEMENT ERROR NORM .. : 0.00000E+00 CONVERGENCE TOLERANCE .. : 0.10000E-01

CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. : 8 / 38 STAGE NO : 3 STEP NO : 4
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. : 19 OF 20
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 111
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.
ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 2 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 3 DISPLACEMENT ERROR NORM .. : 0.00000E+00 CONVERGENCE TOLERANCE .. : 0.10000E-01

CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. : 9 / 38 STAGE NO : 3 STEP NO : 5
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. : 19 OF 20
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 111
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.
ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 2 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 3 DISPLACEMENT ERROR NORM .. : 0.00000E+00 CONVERGENCE TOLERANCE .. : 0.10000E-01

CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. : 10 / 38 STAGE NO : 3 STEP NO : 6
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. : 19 OF 20
ENTRY SOLUTION PHASE
ENTRY LOAD_BLOCK
TOTAL NUMBER OF VALID DOFS IN MODEL : 111
ENTRY ASSM_STIFF_LOAD ( FORM GLOBAL EQUILIBRIUM EQUATIONS IN BLOCKS )

ENTRY STATIC ANALYSIS FOR NONLINEAR.
ITERATION NO. : 1 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 2 DISPLACEMENT ERROR NORM .. : 0.10000E+01 CONVERGENCE TOLERANCE .. : 0.10000E-01
ITERATION NO. : 3 DISPLACEMENT ERROR NORM .. : 0.00000E+00 CONVERGENCE TOLERANCE .. : 0.10000E-01

CONSTRUCTION STAGE RESULTS SAVED TO FN.CA6 FILE

CONSTRUCTION STEP NO. : 11 / 38 STAGE NO : 3 STEP NO : 7
ENTRY PHASE FOR RENUMBERING
ENTRY NUMBERING_EQN
ENTRY FORM_STIFF_MASS_LOAD
THE INDIVIDUAL ELEMENT STIFFNESS AND LOAD MATRICES WILL NOW BE FORMED.
ELEMENT NO. : 19 OF 20
ENTRY SOLUTION PHASE
NRECOVERABLE ERROR, CODE = 602
ERROR : WRITE_F , ERROR CODE= 1