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 File: C:\Users\HAMTA\Desktop\Concrete Oladun\Safe\Foundation.LOG




 B E G I N   A N A L Y S I S                                2025/09/18  14:30:34


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

 NUMBER OF JOINTS                          =         346
    WITH RESTRAINTS                        =         165
    WITH MASS                              =         161
 NUMBER OF FRAME/TENDON ELEMENTS           =         105
 NUMBER OF SHELL ELEMENTS                  =         116
 NUMBER OF LINK/SUPPORT ELEMENTS           =         439
 NUMBER OF CONSTRAINTS/WELDS               =           5
 NUMBER OF LOAD PATTERNS                   =          42
 NUMBER OF ACCELERATION LOADS              =          12
 NUMBER OF LOAD CASES                      =         105
 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                                      14:30:34


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24


 L I N E A R   E Q U A T I O N   S O L U T I O N                        14:30:34

 FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF EQUILIBRIUM EQUATIONS     =         492
 NUMBER OF NON-ZERO STIFFNESS TERMS        =        5583

 ---------------------------------
 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                                  14:30:34

 USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF CASES TO SOLVE            =          13
 NUMBER OF CASES TO SOLVE PER BLOCK        =          13

 LINEAR STATIC CASES TO BE SOLVED:

 CASE: D
 CASE: L
 CASE: RL
 CASE: LROOF
 CASE: S
 CASE: EX
 CASE: EXP
 CASE: EXN
 CASE: EY
 CASE: EYP
 CASE: EYN
 CASE: EZ
 CASE: ~LLRF


 E X T E R N A L   M O D A L   A N A L Y S I S                          14:30:34

 CASE: MODAL

 USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 NUMBER OF MODES                           =          15


 Solving modes:       1 to      15
 NUMBER OF MODES SAVED                     =          15


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:34

 CASE: F1-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                                      14:30:34


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   5.20E-06   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            =        0.04
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.03
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.10


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:34

 CASE: F2-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                                      14:30:34


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   5.78E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:34

 CASE: F3-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                                      14:30:34


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.76E-06   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            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:34

 CASE: F4-1-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                                      14:30:34


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   2.59E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.01
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.07


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:34

 CASE: F4-2-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                                      14:30:34


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   5.32E-06   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            =        0.04
 TIME FOR CONTROLLING ANALYSIS             =        0.01
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.10


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:34

 CASE: F4-3-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                                      14:30:34


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   7.15E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:34

 CASE: F4-4-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                                      14:30:34


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   7.33E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.01
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:34

 CASE: F4-5-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                                      14:30:34


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   5.36E-06   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            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.03
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:34

 CASE: F4-6-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                                      14:30:34


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.31E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:34

 CASE: F4-7-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                                      14:30:34


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.56E-06   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            =        0.04
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.10


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:35

 CASE: F4-8-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                                      14:30:35


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   5.26E-06   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            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.04
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:35

 CASE: F4-9-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                                      14:30:35


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   2.64E-06   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            =        0.04
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.12


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:35

 CASE: F4-10-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                                      14:30:35


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.48E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:35

 CASE: F4-11-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                                      14:30:35


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   2.13E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:35

 CASE: F4-12-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                                      14:30:35


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.92E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:35

 CASE: F4-13-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                                      14:30:35


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   4.11E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.03
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:35

 CASE: F4-14-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                                      14:30:35


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.28E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:35

 CASE: F4-15-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                                      14:30:35


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.75E-06   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            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:35

 CASE: F4-16-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                                      14:30:35


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   2.63E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.00
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.10


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:35

 CASE: F5-1-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                                      14:30:35


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   2.70E-06   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            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.03
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:35

 CASE: F5-2-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                                      14:30:35


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   5.34E-06   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            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:36

 CASE: F5-3-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                                      14:30:36


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  16.075928   1.000000    .000000    .000000
      0       0       1         -2   1.849365   1.000000    .000000    .000000
      0       0       1  Conv   -3   0.249228   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.11


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:36

 CASE: F5-4-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                                      14:30:36


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  15.353472   1.000000    .000000    .000000
      0       0       1         -2   1.827630   1.000000    .000000    .000000
      0       0       1  Conv   -3   0.246024   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.10


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:36

 CASE: F5-5-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                                      14:30:36


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  63.644001   1.000000    .000000    .000000
      0       0       1         -2  14.105815   1.000000    .000000    .000000
      0       0       1         -3   3.348680   1.000000    .000000    .000000
      0       0       1  Conv   -4   0.821113   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.03
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.13


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:36

 CASE: F5-6-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                                      14:30:36


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  66.904232   1.000000    .000000    .000000
      0       0       1         -2  15.627993   1.000000    .000000    .000000
      0       0       1         -3   3.995656   1.000000    .000000    .000000
      0       0       1         -4   1.045378   1.000000    .000000    .000000
      0       0       1  Conv   -5   0.274203   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.03
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.11


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:36

 CASE: F5-7-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                                      14:30:36


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  18.478135   1.000000    .000000    .000000
      0       0       1         -2   1.995911   1.000000    .000000    .000000
      0       0       1  Conv   -3   0.243462   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.01
 TIME FOR UPDATING LOADS AND STATE         =        0.03
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.07


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:36

 CASE: F5-8-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                                      14:30:36


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  23.228361   1.000000    .000000    .000000
      0       0       1         -2   2.665615   1.000000    .000000    .000000
      0       0       1  Conv   -3   0.326374   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.03
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:36

 CASE: F5-9-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                                      14:30:36


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   4.27E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.01
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.07


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:36

 CASE: F5-10-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                                      14:30:36


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.33E-06   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            =        0.04
 TIME FOR CONTROLLING ANALYSIS             =        0.01
 TIME FOR UPDATING LOADS AND STATE         =        0.03
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.10


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:36

 CASE: F5-11-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                                      14:30:36


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   1.71E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.00
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:36

 CASE: F5-12-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                                      14:30:36


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   2.78E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:36

 CASE: F5-13-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                                      14:30:36


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   2.68E-06   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            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:37

 CASE: F5-14-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                                      14:30:37


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   1.95E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.03
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:37

 CASE: F5-15-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                                      14:30:37


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  19.808700   1.000000    .000000    .000000
      0       0       1         -2   1.984873   1.000000    .000000    .000000
      0       0       1  Conv   -3   0.360523   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.03
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.10


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:37

 CASE: F5-16-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                                      14:30:37


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  19.810395   1.000000    .000000    .000000
      0       0       1         -2   1.935020   1.000000    .000000    .000000
      0       0       1  Conv   -3   0.331081   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            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:37

 CASE: SP1-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                                      14:30:37


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   6.92E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:37

 CASE: SP2-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                                      14:30:37


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.68E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.03
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:37

 CASE: SP3-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                                      14:30:37


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   6.51E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:37

 CASE: SP4-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                                      14:30:37


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   6.23E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.01
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:37

 CASE: SP5-1-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                                      14:30:37


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   2.53E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.01
 TIME FOR UPDATING LOADS AND STATE         =        0.00
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.10


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:37

 CASE: SP5-2-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                                      14:30:37


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.72E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.00
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.10


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:37

 CASE: SP5-3-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                                      14:30:37


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.30E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:37

 CASE: SP5-4-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                                      14:30:37


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.50E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.01
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.07


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:38

 CASE: SP5-5-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                                      14:30:38


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.64E-06   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            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.00
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.07


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:38

 CASE: SP5-6-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                                      14:30:38


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   5.57E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:38

 CASE: SP5-7-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                                      14:30:38


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   5.15E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:38

 CASE: SP5-8-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                                      14:30:38


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   4.23E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:38

 CASE: SP5-9-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                                      14:30:38


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   4.13E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.00
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:38

 CASE: SP5-10-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                                      14:30:38


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   8.09E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:38

 CASE: SP5-11-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                                      14:30:38


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   1.45E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.03
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:38

 CASE: SP5-12-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                                      14:30:38


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.04E-06   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            =        0.04
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:38

 CASE: SP5-13-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                                      14:30:38


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.40E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:38

 CASE: SP5-14-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                                      14:30:38


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.73E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.03
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.10


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:38

 CASE: SP5-15-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                                      14:30:38


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   5.10E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:39

 CASE: SP5-16-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                                      14:30:39


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   4.65E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:39

 CASE: SP6-1-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                                      14:30:39


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   4.74E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:39

 CASE: SP6-2-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                                      14:30:39


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   2.64E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:39

 CASE: SP6-3-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                                      14:30:39


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   4.69E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.01
 TIME FOR UPDATING LOADS AND STATE         =        0.04
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:39

 CASE: SP6-4-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                                      14:30:39


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   5.98E-06   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            =        0.04
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:39

 CASE: SP6-5-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                                      14:30:39


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   4.85E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.07


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:39

 CASE: SP6-6-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                                      14:30:39


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   2.82E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.01
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.07


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:39

 CASE: SP6-7-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                                      14:30:39


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   6.38E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:39

 CASE: SP6-8-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                                      14:30:39


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.28E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.10


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:39

 CASE: SP6-9-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                                      14:30:39


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   4.04E-06   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            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.08
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.16


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:39

 CASE: SP6-10-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                                      14:30:39


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   5.33E-06   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            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.07


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:39

 CASE: SP6-11-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                                      14:30:39


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   6.67E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:40

 CASE: SP6-12-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                                      14:30:40


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.44E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.03
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.10


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:40

 CASE: SP6-13-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                                      14:30:40


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.36E-06   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            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:40

 CASE: SP6-14-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                                      14:30:40


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   5.58E-06   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            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:40

 CASE: SP6-15-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                                      14:30:40


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.84E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:40

 CASE: SP6-16-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                                      14:30:40


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   1.28E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.01
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.07


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:40

 CASE: SP7-1-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                                      14:30:40


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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   3.231056   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.285277   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.03
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:40

 CASE: SP7-2-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                                      14:30:40


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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   8.447006   1.000000    .000000    .000000
      0       0       1  Conv   -2   0.910035   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:40

 CASE: SP7-3-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                                      14:30:40


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  43.661848   1.000000    .000000    .000000
      0       0       1         -2   6.627447   1.000000    .000000    .000000
      0       0       1         -3   1.169687   1.000000    .000000    .000000
      0       0       1  Conv   -4   0.206774   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.04
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:40

 CASE: SP7-4-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                                      14:30:40


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  43.626827   1.000000    .000000    .000000
      0       0       1         -2   6.919904   1.000000    .000000    .000000
      0       0       1         -3   1.254239   1.000000    .000000    .000000
      0       0       1  Conv   -4   0.227926   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.03
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.10


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:40

 CASE: SP7-5-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                                      14:30:40


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  91.865905   1.000000    .000000    .000000
      0       0       1         -2  24.067032   1.000000    .000000    .000000
      0       0       1         -3   6.761399   1.000000    .000000    .000000
      0       0       1         -4   1.966323   1.000000    .000000    .000000
      0       0       1  Conv   -5   0.581763   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.02
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.12


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:40

 CASE: SP7-6-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                                      14:30:40


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  96.010202   1.000000    .000000    .000000
      0       0       1         -2  26.140399   1.000000    .000000    .000000
      0       0       1         -3   7.725906   1.000000    .000000    .000000
      0       0       1         -4   2.357685   1.000000    .000000    .000000
      0       0       1  Conv   -5   0.726536   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            =        0.00
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.03
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.03
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:41

 CASE: SP7-7-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                                      14:30:41


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  45.130787   1.000000    .000000    .000000
      0       0       1         -2   6.458871   1.000000    .000000    .000000
      0       0       1         -3   1.088461   1.000000    .000000    .000000
      0       0       1  Conv   -4   0.184767   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            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.03
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:41

 CASE: SP7-8-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                                      14:30:41


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  50.348877   1.000000    .000000    .000000
      0       0       1         -2   7.527674   1.000000    .000000    .000000
      0       0       1         -3   1.275064   1.000000    .000000    .000000
      0       0       1  Conv   -4   0.216596   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            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.10


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:41

 CASE: SP7-9-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                                      14:30:41


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   5.16E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:41

 CASE: SP7-10-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                                      14:30:41


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.78E-06   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:41

 CASE: SP7-11-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                                      14:30:41


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   4.18E-06   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            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.08


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:41

 CASE: SP7-12-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                                      14:30:41


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.26E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.02
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:41

 CASE: SP7-13-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                                      14:30:41


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   2.30E-06   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            =        0.04
 TIME FOR CONTROLLING ANALYSIS             =        0.02
 TIME FOR UPDATING LOADS AND STATE         =        0.03
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.10


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:41

 CASE: SP7-14-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                                      14:30:41


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  Conv   -1   3.08E-06   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.01
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.01
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:41

 CASE: SP7-15-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                                      14:30:41


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  35.736760   1.000000    .000000    .000000
      0       0       1         -2   6.758199   1.000000    .000000    .000000
      0       0       1         -3   1.123237   1.000000    .000000    .000000
      0       0       1  Conv   -4   0.186473   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            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.04
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.00
 TIME FOR CALCULATING DISPLACEMENTS        =        0.00
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.10


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      14:30:41

 CASE: SP7-16-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                                      14:30:41


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          30
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          24

 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  35.463595   1.000000    .000000    .000000
      0       0       1         -2   6.697568   1.000000    .000000    .000000
      0       0       1         -3   1.113202   1.000000    .000000    .000000
      0       0       1  Conv   -4   0.184808   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            =        0.03
 TIME FOR CONTROLLING ANALYSIS             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.00
 TIME FOR FORMING STIFFNESS MATRIX         =        0.00
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.02
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.09


 R E S P O N S E - S P E C T R U M   A N A L Y S I S                    14:30:41

 CASE: SPX

 TYPE OF EXCITATION                        = STANDARD GROUND ACCELERATION

 USING MODES FROM CASE: MODAL
 NUMBER OF DYNAMIC MODES TO BE USED        =          15


 R E S P O N S E - S P E C T R U M   A N A L Y S I S                    14:30:41

 CASE: SPXE

 TYPE OF EXCITATION                        = STANDARD GROUND ACCELERATION

 USING MODES FROM CASE: MODAL
 NUMBER OF DYNAMIC MODES TO BE USED        =          15


 R E S P O N S E - S P E C T R U M   A N A L Y S I S                    14:30:41

 CASE: SPY

 TYPE OF EXCITATION                        = STANDARD GROUND ACCELERATION

 USING MODES FROM CASE: MODAL
 NUMBER OF DYNAMIC MODES TO BE USED        =          15


 R E S P O N S E - S P E C T R U M   A N A L Y S I S                    14:30:41

 CASE: SPYE

 TYPE OF EXCITATION                        = STANDARD GROUND ACCELERATION

 USING MODES FROM CASE: MODAL
 NUMBER OF DYNAMIC MODES TO BE USED        =          15


 A N A L Y S I S   C O M P L E T E                          2025/09/18  14:30:41
