

 SAFE Post Tensioning 64-bit 22.1.0 Build 2728 (Analysis Build 9964/64)
 File: D:\E\Nezam Tabriz\Concr...\Khavaran Project\Safe\Maine File Pile Safe.LOG




 B E G I N   A N A L Y S I S                                2026/02/22  10:21:32


 RUNNING ANALYSIS AS A SEPARATE PROCESS
 USING THE ADVANCED SOLVER (PROVIDES LIMITED INSTABILITY INFORMATION)

 NUMBER OF JOINTS                          =        1105
    WITH RESTRAINTS                        =         558
    WITH MASS                              =         539
 NUMBER OF FRAME/TENDON ELEMENTS           =         364
 NUMBER OF SHELL ELEMENTS                  =         422
 NUMBER OF LINK/SUPPORT ELEMENTS           =        1704
 NUMBER OF LOAD PATTERNS                   =          43
 NUMBER OF ACCELERATION LOADS              =          12
 NUMBER OF LOAD CASES                      =         152
 NUMBER OF MASS SOURCES                    =           1

 UNITS (FORCE, LENGTH, TEMPERATURE, TIME)  = N, mm, °C, sec
 GRAVITATIONAL ACCELERATION                =    9806.650

 ADDRESSABLE PHYSICAL MEMORY (RAM)         =      23.715 GB

 PARALLELIZATION OF ANALYSIS OPERATIONS:
  (Env. variable SAPFIRE_NUM_THREADS not set)
 NUMBER OF THREADS: STATE (AUTOMATIC)      =          14
 NUMBER OF THREADS: STIFFNESS (AUTOMATIC)  =          14
 NUMBER OF THREADS: EVENT (AUTOMATIC)      =          14
 NUMBER OF THREADS: MOVE (AUTOMATIC)       =          14
 NUMBER OF THREADS: RESPONSE (AUTOMATIC)   =          14
 NUMBER OF THREADS: SOLVE (AUTOMATIC)      =          14
 NUMBER OF THREADS: FORM (AUTOMATIC)       =          14


 E L E M E N T   F O R M A T I O N                                      10:21:32



 L I N E A R   E Q U A T I O N   S O L U T I O N                        10:21:33

 FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF EQUILIBRIUM EQUATIONS     =        1650
 NUMBER OF NON-ZERO STIFFNESS TERMS        =       20625

 ---------------------------------
 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                                  10:21:33

 USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF CASES TO SOLVE            =          28
 NUMBER OF CASES TO SOLVE PER BLOCK        =          28

 LINEAR STATIC CASES TO BE SOLVED:

 CASE: DEAD
 CASE: LIVE
 CASE: LIVE(RED)
 CASE: LIVE(0.5)
 CASE: ROOF LIVE
 CASE: SNOW
 CASE: EXALL(1/3)
 CASE: EXALL(2/3)
 CASE: EXALL(3/3)
 CASE: EYALL(1/3)
 CASE: EYALL(2/3)
 CASE: EYALL(3/3)
 CASE: EX
 CASE: EY
 CASE: EV
 CASE: EXALL+0.3EY(1/3)
 CASE: EXALL+0.3EY(2/3)
 CASE: EXALL+0.3EY(3/3)
 CASE: EXALL-0.3EY(1/3)
 CASE: EXALL-0.3EY(2/3)
 CASE: EXALL-0.3EY(3/3)
 CASE: EYALL+0.3EX(1/3)
 CASE: EYALL+0.3EX(2/3)
 CASE: EYALL+0.3EX(3/3)
 CASE: EYALL-0.3EX(1/3)
 CASE: EYALL-0.3EX(2/3)
 CASE: EYALL-0.3EX(3/3)
 CASE: ~LLRF


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:34

 CASE: SOIL1-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:34


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.776836   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001280   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.06
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.06
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:34

 CASE: SOIL2-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:34


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.605602   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001030   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.04
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:34

 CASE: SOIL3-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:34


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.608807   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001034   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.06
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.11
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:35

 CASE: SOIL4-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:35


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.749239   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001233   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.07
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:35

 CASE: SOIL5-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:35


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.751639   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001236   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:35

 CASE: SOIL6(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:35


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.740119   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001910   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.07
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.03
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:36

 CASE: SOIL6(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:36


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.740199   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001910   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.06
 TIME FOR CONTROLLING ANALYSIS             =        0.07
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:36

 CASE: SOIL6(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:36


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.743560   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001913   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.04
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:36

 CASE: SOIL7(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:36


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.757176   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001910   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.07
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:37

 CASE: SOIL7(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:37


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.750916   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001909   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.52
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.82


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:37

 CASE: SOIL7(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:37


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.766865   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001913   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.04
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:38

 CASE: SOIL8(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:38


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   4.236585   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003826   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.06
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.10
 TIME FOR FORMING STIFFNESS MATRIX         =        0.04
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.07
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.40


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:38

 CASE: SOIL8(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:38


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   4.224506   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003808   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:38

 CASE: SOIL8(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:38


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   4.252731   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003849   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.06
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.05
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:39

 CASE: SOIL9(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:39


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   4.166752   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003773   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.06
 TIME FOR CONTROLLING ANALYSIS             =        0.07
 TIME FOR UPDATING LOADS AND STATE         =        0.10
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.07
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:39

 CASE: SOIL9(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:39


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   4.161280   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003776   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.10
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:39

 CASE: SOIL9(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:39


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   4.176398   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003775   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.04
 TIME FOR FORMING STIFFNESS MATRIX         =        0.04
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.05
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:40

 CASE: SOIL10(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:40


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.459481   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001839   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.11
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:40

 CASE: SOIL10(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:40


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.457522   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001842   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.07
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:40

 CASE: SOIL10(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:40


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.464624   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001837   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.06
 TIME FOR CONTROLLING ANALYSIS             =        0.07
 TIME FOR UPDATING LOADS AND STATE         =        0.04
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.03
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:41

 CASE: SOIL11(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:41


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.762982   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002147   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.05
 TIME FOR CONTROLLING ANALYSIS             =        0.07
 TIME FOR UPDATING LOADS AND STATE         =        0.05
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.05
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.31


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:41

 CASE: SOIL11(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:41


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.762778   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002157   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:41

 CASE: SOIL11(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:41


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.766624   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002139   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.06
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.04
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.05
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.04
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.30


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:42

 CASE: SOIL12(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:42


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.928114   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002214   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:42

 CASE: SOIL12(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:42


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.934403   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002230   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.07
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.47
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.83


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:43

 CASE: SOIL12(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:43


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.925032   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002201   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.04
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:43

 CASE: SOIL13(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:43


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.552740   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001826   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:44

 CASE: SOIL13(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:44


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.547632   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001826   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.06
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.29


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:44

 CASE: SOIL13(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:44


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.560836   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001829   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:44

 CASE: SOIL14(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:44


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.489110   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001902   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.05
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:45

 CASE: SOIL14(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:45


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.488979   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001903   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:45

 CASE: SOIL14(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:45


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.491750   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001903   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.04
 TIME FOR FORMING STIFFNESS MATRIX         =        0.05
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:45

 CASE: SOIL15(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:45


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.521275   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001915   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:46

 CASE: SOIL15(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:46


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.517627   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001914   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.03
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:46

 CASE: SOIL15(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:46


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.527370   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001917   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.04
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:46

 CASE: SOIL16(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:46


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.233780   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001752   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.05
 TIME FOR CONTROLLING ANALYSIS             =        0.07
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.31


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:47

 CASE: SOIL16(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:47


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.232200   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001753   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:47

 CASE: SOIL16(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:47


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.237407   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001751   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.06
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.31


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:47

 CASE: SOIL17(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:47


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.426466   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001949   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.06
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.12
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:47

 CASE: SOIL17(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:47


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.424617   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001953   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.05
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:48

 CASE: SOIL17(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:48


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.430487   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001947   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.36
 TIME FOR CONTROLLING ANALYSIS             =        0.08
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.04
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.05
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.64


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:48

 CASE: SOIL18(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:48


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.413503   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003062   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:49

 CASE: SOIL18(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:49


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.406032   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003050   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:49

 CASE: SOIL18(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:49


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.423846   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003076   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.03
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:49

 CASE: SOIL19(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:49


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.345971   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003012   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.07
 TIME FOR UPDATING LOADS AND STATE         =        0.05
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:50

 CASE: SOIL19(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:50


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.340901   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003010   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:50

 CASE: SOIL19(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:50


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.353988   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003016   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.07
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:50

 CASE: SOIL20(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:50


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.624601   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002059   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.06
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.31


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:51

 CASE: SOIL20(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:51


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.628150   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002069   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.04
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:51

 CASE: SOIL20(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:51


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.623037   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002051   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:51

 CASE: SOIL21(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:51


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.387718   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001811   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:52

 CASE: SOIL21(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:52


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.385463   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001812   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.31


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:52

 CASE: SOIL21(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:52


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.391854   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001811   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.04
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:52

 CASE: SOIL22(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:52


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.986806   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.000684   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.06
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.05
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.31


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:53

 CASE: SOIL22(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:53


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.987800   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.000682   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:53

 CASE: SOIL22(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:53


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.988710   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.000688   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.05
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.30


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:53

 CASE: SOIL23(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:53


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.988248   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.000677   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.46
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.04
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.73


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:54

 CASE: SOIL23(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:54


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.980785   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.000679   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.10
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.39


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:55

 CASE: SOIL23(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:55


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.998437   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.000677   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.06
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:55

 CASE: SOIL24(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:55


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.976246   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002241   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:55

 CASE: SOIL24(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:55


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.956407   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002222   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.05
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:56

 CASE: SOIL24(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:56


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.998895   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002262   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.05
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.31


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:56

 CASE: SOIL25(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:56


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.915231   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002208   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.04
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:56

 CASE: SOIL25(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:56


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.913003   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002216   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.04
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:56

 CASE: SOIL25(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:56


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.920413   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002203   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.29


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:57

 CASE: SOIL26(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:57


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.967572   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.000844   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.04
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:57

 CASE: SOIL26(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:57


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.965118   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.000848   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.07
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:57

 CASE: SOIL26(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:57


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.973187   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.000843   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.04
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:58

 CASE: SOIL27(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:58


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.943288   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.000780   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.05
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:58

 CASE: SOIL27(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:58


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.933696   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.000776   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.04
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.36


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:58

 CASE: SOIL27(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:58


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   1.955888   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.000785   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.05
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.30


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:59

 CASE: UDCONS1-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:59


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.203041   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001952   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.06
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.05
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.33
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.60


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:21:59

 CASE: UDCONS2-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:21:59


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.233048   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002019   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:00

 CASE: UDCONS3-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:00


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.231454   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002017   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.03
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:00

 CASE: UDCONS4-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:00


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.031844   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001691   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.11
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:00

 CASE: UDCONS5-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:00


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.026821   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001684   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:01

 CASE: UDCONS6(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:01


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.718206   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003356   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.10
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.38


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:01

 CASE: UDCONS6(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:01


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.718545   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003355   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.11
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.07
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.36


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:02

 CASE: UDCONS6(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:02


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.722876   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003360   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.04
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:02

 CASE: UDCONS7(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:02


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   5.930906   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.007204   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:02

 CASE: UDCONS7(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:02


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   5.911749   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.007164   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.06
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.04
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:03

 CASE: UDCONS7(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:03


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   5.955889   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.007251   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.10
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:03

 CASE: UDCONS8(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:03


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.751867   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003369   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.31


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:03

 CASE: UDCONS8(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:03


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.742268   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003366   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:04

 CASE: UDCONS8(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:04


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.766315   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003375   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.05
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:04

 CASE: UDCONS9(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:04


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   5.819606   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.007085   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.04
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:04

 CASE: UDCONS9(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:04


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   5.811001   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.007089   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.06
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.31


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:05

 CASE: UDCONS9(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:05


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   5.834220   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.007089   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.06
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.84
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.14


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:06

 CASE: UDCONS10(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:06


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.287699   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003214   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.11
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.35


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:06

 CASE: UDCONS10(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:06


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.283924   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003220   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:06

 CASE: UDCONS10(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:06


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.296226   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003213   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.07
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.37


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:07

 CASE: UDCONS11(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:07


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.999793   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003989   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.07
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:07

 CASE: UDCONS11(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:07


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   4.009597   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.004022   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.04
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.36


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:07

 CASE: UDCONS11(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:07


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.994744   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003963   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.35


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:08

 CASE: UDCONS12(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:08


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.718979   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003807   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.04
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:08

 CASE: UDCONS12(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:08


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.718332   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003828   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:08

 CASE: UDCONS12(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:08


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.724813   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003791   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:09

 CASE: UDCONS13(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:09


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.458808   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003230   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.07
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:09

 CASE: UDCONS13(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:09


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.450453   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003227   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:09

 CASE: UDCONS13(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:09


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.471544   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.003238   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.06
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.05
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.04
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.30


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:10

 CASE: UDCONS14(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:10


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.903424   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001493   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.07
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.03
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:10

 CASE: UDCONS14(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:10


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.905049   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001490   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.31


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:10

 CASE: UDCONS14(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:10


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.905999   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001500   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.07
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.80
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        1.14


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:12

 CASE: UDCONS15(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:12


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   5.696021   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.004723   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:12

 CASE: UDCONS15(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:12


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   5.668918   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.004685   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:12

 CASE: UDCONS15(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:12


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   5.727375   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.004766   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:13

 CASE: UDCONS16(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:13


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.900947   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001474   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.10
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.36


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:13

 CASE: UDCONS16(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:13


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.890599   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001476   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:13

 CASE: UDCONS16(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:13


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.915277   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001475   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.10
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.35


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:14

 CASE: UDCONS17(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:14


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   5.611838   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.004659   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.08
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.04
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.34


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:14

 CASE: UDCONS17(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:14


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   5.608550   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.004675   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.07
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.35


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:14

 CASE: UDCONS17(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:14


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   5.619572   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.004648   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:15

 CASE: UDCONS18(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:15


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.837962   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001793   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.07
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.04
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.37


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:15

 CASE: UDCONS18(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:15


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.834403   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001799   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.35


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:15

 CASE: UDCONS18(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:15


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.846081   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001790   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.07
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.04
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:16

 CASE: UDCONS19(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:16


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.417646   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002229   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.06
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.31


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:16

 CASE: UDCONS19(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:16


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.434236   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002258   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.06
 TIME FOR UPDATING LOADS AND STATE         =        0.05
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.04
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.36


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:16

 CASE: UDCONS19(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:16


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.406242   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002204   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.65
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.89


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:17

 CASE: UDCONS20(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:17


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.328164   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002241   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.05
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.04
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:18

 CASE: UDCONS20(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:18


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.336113   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002266   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.05
 TIME FOR FORMING STIFFNESS MATRIX         =        0.05
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.07
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.41


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:18

 CASE: UDCONS20(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:18


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   3.325573   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.002221   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.04
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.35


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:18

 CASE: UDCONS21(1/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:18


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.791137   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001644   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.07
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.05
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.04
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.33


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:19

 CASE: UDCONS21(2/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:19


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.778078   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001637   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.09
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.04
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.07
 TIME FOR CALCULATING DISPLACEMENTS        =        0.05
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.32


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      10:22:19

 CASE: UDCONS21(3/3)-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

 LOAD CONTROL TYPE                         =       FORCE
 TYPE OF GEOMETRIC NONLINEARITY            =     P-DELTA
 USE EVENT STEPPING                        =          NO
 USE ITERATION                             =         YES
 USE LINE SEARCH                           =          NO
 FORCE CONVERGENCE TOLERANCE (RELATIVE)    =    0.000100


 E L E M E N T   F O R M A T I O N                                      10:22:19


 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      50     200     -10/40   1.000000   1.000000   1.000000   1.000000)

      0       0       1         -1   2.808587   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.001654   1.000000   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  =           2

 TIME FOR INITIALIZING ANALYSIS            =        0.11
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.07
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.35


 A N A L Y S I S   C O M P L E T E                          2026/02/22  10:22:21
