

 SAFE 2016 Post Tensioning 16.0.2 (Analysis Build 9548/64)
 File: C:\Users\Asus\Desktop\Hasan Ghafari\steel\SAFE\SAFE.LOG




 B E G I N   A N A L Y S I S                                2026/01/03  13:04:11


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

 NUMBER OF JOINTS                          =        1612
    WITH RESTRAINTS                        =           1
 NUMBER OF FRAME/CABLE/TENDON ELEMENTS     =         201
 NUMBER OF SHELL ELEMENTS                  =        1321
 NUMBER OF LINK/SUPPORT ELEMENTS           =        5284
 NUMBER OF LOAD PATTERNS                   =          38
 NUMBER OF ACCELERATION LOADS              =           9
 NUMBER OF LOAD CASES                      =          30

 ADDRESSABLE PHYSICAL MEMORY (RAM)         =      15.855 GB

 PARALLELIZATION OF ANALYSIS OPERATIONS:
 (Env. variable SAPFIRE_NUM_THREADS        =           0)
 NUMBER OF THREADS: STATE (AUTOMATIC)      =           6
 NUMBER OF THREADS: STIFFNESS (AUTOMATIC)  =           6
 NUMBER OF THREADS: EVENT (AUTOMATIC)      =           6
 NUMBER OF THREADS: MOVE (AUTOMATIC)       =           6
 NUMBER OF THREADS: RESPONSE (AUTOMATIC)   =           6
 NUMBER OF THREADS: SOLVE (AUTOMATIC)      =           6


 E L E M E N T   F O R M A T I O N                                      13:04:11



 L I N E A R   E Q U A T I O N   S O L U T I O N                        13:04:11

 FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF EQUILIBRIUM EQUATIONS     =        4833
 NUMBER OF NON-ZERO STIFFNESS TERMS        =       60723

 ---------------------------------
 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                                  13:04:11

 USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF CASES TO SOLVE            =          25
 NUMBER OF CASES TO SOLVE PER BLOCK        =          25

 LINEAR STATIC CASES TO BE SOLVED:

 CASE: DEAD
 CASE: LIVE
 CASE: LROOF
 CASE: SNOW
 CASE: EX
 CASE: EXALL(1/3)
 CASE: EXALL(2/3)
 CASE: EXALL(3/3)
 CASE: EY
 CASE: EYALL(1/3)
 CASE: EYALL(2/3)
 CASE: EYALL(3/3)
 CASE: MASS
 CASE: EXALL+0.3EY(1/3)
 CASE: EXALL+0.3EY(2/3)
 CASE: EXALL+0.3EY(3/3)
 CASE: EXALL-0.3EY(1/3)
 CASE: EXALL-0.3EY(2/3)
 CASE: EXALL-0.3EY(3/3)
 CASE: EYALL+0.3EX(1/3)
 CASE: EYALL+0.3EX(2/3)
 CASE: EYALL+0.3EX(3/3)
 CASE: EYALL-0.3EX(1/3)
 CASE: EYALL-0.3EX(2/3)
 CASE: EYALL-0.3EX(3/3)


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      13:04:12

 CASE: SOIL-1-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

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

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

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

      0       0       1  Conv   -1   1.49E-07   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   0.000163   0.999000   1.000000   1.000000

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

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

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.00
 TIME FOR CONTROLLING ANALYSIS             =        0.07
 TIME FOR UPDATING LOADS AND STATE         =        0.18
 TIME FOR FORMING STIFFNESS MATRIX         =        0.07
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.15
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.54


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      13:04:13

 CASE: SOIL-2-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

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

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

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

      0       0       1  Conv   -1   2.58E-08   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   2.73E-05   0.999000   1.000000   1.000000

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

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

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.02
 TIME FOR CONTROLLING ANALYSIS             =        0.08
 TIME FOR UPDATING LOADS AND STATE         =        0.15
 TIME FOR FORMING STIFFNESS MATRIX         =        0.09
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.15
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.55


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      13:04:13

 CASE: SOIL-3-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

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

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

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

      0       0       1  Conv   -1   2.42E-08   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   2.34E-05   0.999000   1.000000   1.000000

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

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

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.08
 TIME FOR UPDATING LOADS AND STATE         =        0.16
 TIME FOR FORMING STIFFNESS MATRIX         =        0.07
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.15
 TIME FOR CALCULATING DISPLACEMENTS        =        0.05
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.53


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      13:04:14

 CASE: SOIL-4-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

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

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

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

      0       0       1  Conv   -1   2.55E-08   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   2.66E-05   0.999000   1.000000   1.000000

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

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

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.01
 TIME FOR CONTROLLING ANALYSIS             =        0.07
 TIME FOR UPDATING LOADS AND STATE         =        0.17
 TIME FOR FORMING STIFFNESS MATRIX         =        0.07
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.15
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.51


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      13:04:14

 CASE: SOIL-5-NL

 STARTING FROM ZERO (UNSTRESSED) INITIAL CONDITIONS

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

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

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

      0       0       1  Conv   -1   3.00E-08   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   3.01E-05   0.999000   1.000000   1.000000

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

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

 NUMBER OF STIFFNESS FORMATIONS/SOLUTIONS  =           3

 TIME FOR INITIALIZING ANALYSIS            =        0.00
 TIME FOR CONTROLLING ANALYSIS             =        0.07
 TIME FOR UPDATING LOADS AND STATE         =        0.17
 TIME FOR FORMING STIFFNESS MATRIX         =        0.07
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.14
 TIME FOR CALCULATING DISPLACEMENTS        =        0.03
 TIME FOR DETERMINING EVENTS               =        0.01
 TIME FOR SAVING RESULTS                   =        0.01
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.50


 A N A L Y S I S   C O M P L E T E                          2026/01/03  13:04:15
