

 SAFE 2016 Post Tensioning 16.0.0 (Analysis Build 9520/32)
 File: C:\Users\MicroSoft\Desktop\Hamidian\SAFE\SAFE.LOG




 B E G I N   A N A L Y S I S                                2017/01/29  09:16:39


 RUNNING ANALYSIS WITHIN THE GUI PROCESS
 USING THE ADVANCED SOLVER (PROVIDES LIMITED INSTABILITY INFORMATION)

 NUMBER OF JOINTS                          =        1295
    WITH RESTRAINTS                        =          12
 NUMBER OF FRAME/CABLE/TENDON ELEMENTS     =         302
 NUMBER OF SHELL ELEMENTS                  =        1158
 NUMBER OF LINK/SUPPORT ELEMENTS           =        4632
 NUMBER OF LOAD PATTERNS                   =           8
 NUMBER OF ACCELERATION LOADS              =           9
 NUMBER OF LOAD CASES                      =          19

 ADDRESSABLE PHYSICAL MEMORY (RAM)         =       2.000 GB

 PARALLELIZATION OF ANALYSIS OPERATIONS:
 (Env. variable SAPFIRE_NUM_THREADS        =           0)
 NUMBER OF THREADS: STATE (AUTOMATIC)      =           4
 NUMBER OF THREADS: STIFFNESS (AUTOMATIC)  =           4
 NUMBER OF THREADS: EVENT (AUTOMATIC)      =           4
 NUMBER OF THREADS: MOVE (AUTOMATIC)       =           4
 NUMBER OF THREADS: RESPONSE (AUTOMATIC)   =           4
 NUMBER OF THREADS: SOLVE (AUTOMATIC)      =           4


 E L E M E N T   F O R M A T I O N                                      09:16:39



 L I N E A R   E Q U A T I O N   S O L U T I O N                        09:16:39

 FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF EQUILIBRIUM EQUATIONS     =        3861
 NUMBER OF NON-ZERO STIFFNESS TERMS        =       51414

 ---------------------------------
 BASIC STABILITY CHECK FOR LINEAR LOAD CASES:
    NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
    (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY,
     SUCH AS REVIEWING EIGEN MODES FOR MECHANISMS AND RIGID-BODY MOTION)

    NUMBER OF NEGATIVE EIGENVALUES         =           0,  OK.
 ---------------------------------


 L I N E A R   S T A T I C   C A S E S                                  09:16:40

 USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF CASES TO SOLVE            =           4
 NUMBER OF CASES TO SOLVE PER BLOCK        =           4

 LINEAR STATIC CASES TO BE SOLVED:

 CASE: DEAD
 CASE: LIVE
 CASE: EX
 CASE: EY


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:16:40

 CASE: UDCONU1-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 Negative iterations are Constant-Stiffness
 Positive iterations are Newton-Raphson

  Saved    Null   Total  Iteration   Relative  Curr Step   Curr Sum    Max Sum
  Steps   Steps   Steps  this Step  Unbalance       Size   of Steps   of Steps
 (    1      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   9.08E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   9.63E-06   0.999000   1.000000   1.000000

 ----------------------------------------
 BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
    NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
    (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)

    NUMBER FOUND AT FINAL CONVERGED STATE  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.26
 TIME FOR UPDATING LOADS AND STATE         =        0.26
 TIME FOR FORMING STIFFNESS MATRIX         =        0.23
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.57
 TIME FOR CALCULATING DISPLACEMENTS        =        0.17
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.53


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:16:42

 CASE: UDCONU2-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 Negative iterations are Constant-Stiffness
 Positive iterations are Newton-Raphson

  Saved    Null   Total  Iteration   Relative  Curr Step   Curr Sum    Max Sum
  Steps   Steps   Steps  this Step  Unbalance       Size   of Steps   of Steps
 (    1      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   7.44E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   8.07E-06   0.999000   1.000000   1.000000

 ----------------------------------------
 BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
    NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
    (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)

    NUMBER FOUND AT FINAL CONVERGED STATE  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.00
 TIME FOR CONTROLLING ANALYSIS             =        0.27
 TIME FOR UPDATING LOADS AND STATE         =        0.23
 TIME FOR FORMING STIFFNESS MATRIX         =        0.20
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.54
 TIME FOR CALCULATING DISPLACEMENTS        =        0.15
 TIME FOR DETERMINING EVENTS               =        0.04
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.43


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:16:43

 CASE: UDCONU3-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 Negative iterations are Constant-Stiffness
 Positive iterations are Newton-Raphson

  Saved    Null   Total  Iteration   Relative  Curr Step   Curr Sum    Max Sum
  Steps   Steps   Steps  this Step  Unbalance       Size   of Steps   of Steps
 (    1      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   8.05E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   8.91E-06   0.999000   1.000000   1.000000

 ----------------------------------------
 BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
    NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
    (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)

    NUMBER FOUND AT FINAL CONVERGED STATE  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.27
 TIME FOR UPDATING LOADS AND STATE         =        0.23
 TIME FOR FORMING STIFFNESS MATRIX         =        0.19
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.56
 TIME FOR CALCULATING DISPLACEMENTS        =        0.17
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.05
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.48


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:16:44

 CASE: UDCONU4-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 Negative iterations are Constant-Stiffness
 Positive iterations are Newton-Raphson

  Saved    Null   Total  Iteration   Relative  Curr Step   Curr Sum    Max Sum
  Steps   Steps   Steps  this Step  Unbalance       Size   of Steps   of Steps
 (    1      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   6.91E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   8.50E-06   0.999000   1.000000   1.000000

 ----------------------------------------
 BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
    NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
    (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)

    NUMBER FOUND AT FINAL CONVERGED STATE  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.00
 TIME FOR CONTROLLING ANALYSIS             =        0.25
 TIME FOR UPDATING LOADS AND STATE         =        0.26
 TIME FOR FORMING STIFFNESS MATRIX         =        0.19
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.54
 TIME FOR CALCULATING DISPLACEMENTS        =        0.15
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.39


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:16:46

 CASE: UDCONU5-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 Negative iterations are Constant-Stiffness
 Positive iterations are Newton-Raphson

  Saved    Null   Total  Iteration   Relative  Curr Step   Curr Sum    Max Sum
  Steps   Steps   Steps  this Step  Unbalance       Size   of Steps   of Steps
 (    1      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   7.78E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   8.53E-06   0.999000   1.000000   1.000000

 ----------------------------------------
 BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
    NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
    (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)

    NUMBER FOUND AT FINAL CONVERGED STATE  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.25
 TIME FOR UPDATING LOADS AND STATE         =        0.26
 TIME FOR FORMING STIFFNESS MATRIX         =        0.19
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.59
 TIME FOR CALCULATING DISPLACEMENTS        =        0.15
 TIME FOR DETERMINING EVENTS               =        0.03
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.50


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:16:47

 CASE: UDCONU6-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 Negative iterations are Constant-Stiffness
 Positive iterations are Newton-Raphson

  Saved    Null   Total  Iteration   Relative  Curr Step   Curr Sum    Max Sum
  Steps   Steps   Steps  this Step  Unbalance       Size   of Steps   of Steps
 (    1      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   8.71E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   8.71E-06   0.999000   1.000000   1.000000

 ----------------------------------------
 BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
    NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
    (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)

    NUMBER FOUND AT FINAL CONVERGED STATE  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.28
 TIME FOR UPDATING LOADS AND STATE         =        0.23
 TIME FOR FORMING STIFFNESS MATRIX         =        0.16
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.50
 TIME FOR CALCULATING DISPLACEMENTS        =        0.16
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.39


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:16:49

 CASE: UDCONU7-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 Negative iterations are Constant-Stiffness
 Positive iterations are Newton-Raphson

  Saved    Null   Total  Iteration   Relative  Curr Step   Curr Sum    Max Sum
  Steps   Steps   Steps  this Step  Unbalance       Size   of Steps   of Steps
 (    1      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   8.96E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   9.11E-06   0.999000   1.000000   1.000000

 ----------------------------------------
 BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
    NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
    (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)

    NUMBER FOUND AT FINAL CONVERGED STATE  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.00
 TIME FOR CONTROLLING ANALYSIS             =        0.25
 TIME FOR UPDATING LOADS AND STATE         =        0.26
 TIME FOR FORMING STIFFNESS MATRIX         =        0.22
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.54
 TIME FOR CALCULATING DISPLACEMENTS        =        0.14
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.43


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:16:50

 CASE: UDCONU8-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 Negative iterations are Constant-Stiffness
 Positive iterations are Newton-Raphson

  Saved    Null   Total  Iteration   Relative  Curr Step   Curr Sum    Max Sum
  Steps   Steps   Steps  this Step  Unbalance       Size   of Steps   of Steps
 (    1      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   8.23E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   8.46E-06   0.999000   1.000000   1.000000

 ----------------------------------------
 BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
    NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
    (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)

    NUMBER FOUND AT FINAL CONVERGED STATE  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.26
 TIME FOR UPDATING LOADS AND STATE         =        0.27
 TIME FOR FORMING STIFFNESS MATRIX         =        0.20
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.53
 TIME FOR CALCULATING DISPLACEMENTS        =        0.16
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.43


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:16:52

 CASE: UDCONU9-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 Negative iterations are Constant-Stiffness
 Positive iterations are Newton-Raphson

  Saved    Null   Total  Iteration   Relative  Curr Step   Curr Sum    Max Sum
  Steps   Steps   Steps  this Step  Unbalance       Size   of Steps   of Steps
 (    1      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   6.72E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   7.50E-06   0.999000   1.000000   1.000000

 ----------------------------------------
 BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
    NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
    (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)

    NUMBER FOUND AT FINAL CONVERGED STATE  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.27
 TIME FOR UPDATING LOADS AND STATE         =        0.22
 TIME FOR FORMING STIFFNESS MATRIX         =        0.18
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.53
 TIME FOR CALCULATING DISPLACEMENTS        =        0.16
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.38


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:16:53

 CASE: UDCONU10-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 Negative iterations are Constant-Stiffness
 Positive iterations are Newton-Raphson

  Saved    Null   Total  Iteration   Relative  Curr Step   Curr Sum    Max Sum
  Steps   Steps   Steps  this Step  Unbalance       Size   of Steps   of Steps
 (    1      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   8.04E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   8.41E-06   0.999000   1.000000   1.000000

 ----------------------------------------
 BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
    NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
    (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)

    NUMBER FOUND AT FINAL CONVERGED STATE  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.28
 TIME FOR UPDATING LOADS AND STATE         =        0.22
 TIME FOR FORMING STIFFNESS MATRIX         =        0.22
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.56
 TIME FOR CALCULATING DISPLACEMENTS        =        0.17
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.51


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:16:55

 CASE: P1-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 Negative iterations are Constant-Stiffness
 Positive iterations are Newton-Raphson

  Saved    Null   Total  Iteration   Relative  Curr Step   Curr Sum    Max Sum
  Steps   Steps   Steps  this Step  Unbalance       Size   of Steps   of Steps
 (    1      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   7.55E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   8.28E-06   0.999000   1.000000   1.000000

 ----------------------------------------
 BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
    NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
    (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)

    NUMBER FOUND AT FINAL CONVERGED STATE  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.00
 TIME FOR CONTROLLING ANALYSIS             =        0.23
 TIME FOR UPDATING LOADS AND STATE         =        0.25
 TIME FOR FORMING STIFFNESS MATRIX         =        0.21
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.52
 TIME FOR CALCULATING DISPLACEMENTS        =        0.16
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.39


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:16:56

 CASE: P2-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 Negative iterations are Constant-Stiffness
 Positive iterations are Newton-Raphson

  Saved    Null   Total  Iteration   Relative  Curr Step   Curr Sum    Max Sum
  Steps   Steps   Steps  this Step  Unbalance       Size   of Steps   of Steps
 (    1      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   8.64E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   9.11E-06   0.999000   1.000000   1.000000

 ----------------------------------------
 BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
    NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
    (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)

    NUMBER FOUND AT FINAL CONVERGED STATE  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.25
 TIME FOR UPDATING LOADS AND STATE         =        0.30
 TIME FOR FORMING STIFFNESS MATRIX         =        0.20
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.54
 TIME FOR CALCULATING DISPLACEMENTS        =        0.17
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.50


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:16:57

 CASE: P3-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 Negative iterations are Constant-Stiffness
 Positive iterations are Newton-Raphson

  Saved    Null   Total  Iteration   Relative  Curr Step   Curr Sum    Max Sum
  Steps   Steps   Steps  this Step  Unbalance       Size   of Steps   of Steps
 (    1      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   8.22E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   8.32E-06   0.999000   1.000000   1.000000

 ----------------------------------------
 BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
    NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
    (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)

    NUMBER FOUND AT FINAL CONVERGED STATE  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.28
 TIME FOR UPDATING LOADS AND STATE         =        0.24
 TIME FOR FORMING STIFFNESS MATRIX         =        0.18
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.50
 TIME FOR CALCULATING DISPLACEMENTS        =        0.16
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.06
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.46


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:16:59

 CASE: P4-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 Negative iterations are Constant-Stiffness
 Positive iterations are Newton-Raphson

  Saved    Null   Total  Iteration   Relative  Curr Step   Curr Sum    Max Sum
  Steps   Steps   Steps  this Step  Unbalance       Size   of Steps   of Steps
 (    1      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   8.54E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   7.87E-06   0.999000   1.000000   1.000000

 ----------------------------------------
 BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
    NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
    (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)

    NUMBER FOUND AT FINAL CONVERGED STATE  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.00
 TIME FOR CONTROLLING ANALYSIS             =        0.25
 TIME FOR UPDATING LOADS AND STATE         =        0.26
 TIME FOR FORMING STIFFNESS MATRIX         =        0.20
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.55
 TIME FOR CALCULATING DISPLACEMENTS        =        0.19
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.48


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:17:00

 CASE: P5-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =        NONE
 INCLUDE ELASTIC MATERIAL NONLINEARITY     =          NO
 INCLUDE INELASTIC MATERIAL NONLINEARITY   =         YES
 USE EVENT STEPPING                        =         YES
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 EVENT LUMPING TOLERANCE                   =    0.010000
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    1.00E-05

 Negative iterations are Constant-Stiffness
 Positive iterations are Newton-Raphson

  Saved    Null   Total  Iteration   Relative  Curr Step   Curr Sum    Max Sum
  Steps   Steps   Steps  this Step  Unbalance       Size   of Steps   of Steps
 (    1      25     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1  Conv   -1   8.37E-09   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   8.52E-06   0.999000   1.000000   1.000000

 ----------------------------------------
 BASIC STABILITY CHECK FOR FORCE-CONTROLLED NONLINEAR STATIC LOAD CASES:
    NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
    (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY)

    NUMBER FOUND AT FINAL CONVERGED STATE  =           0,  OK.
 ----------------------------------------

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.00
 TIME FOR CONTROLLING ANALYSIS             =        0.28
 TIME FOR UPDATING LOADS AND STATE         =        0.28
 TIME FOR FORMING STIFFNESS MATRIX         =        0.22
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.48
 TIME FOR CALCULATING DISPLACEMENTS        =        0.16
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.42


 A N A L Y S I S   C O M P L E T E                          2017/01/29  09:17:02
