

 SAFE 2016 Post Tensioning 16.0.2 (Analysis Build 9548/32)
 File: C:\Users\Asus\Desktop\Mahdi Hoseinzadeh\Mahdi Hoseinzadeh\SAFE\Safe.LOG




 B E G I N   A N A L Y S I S                                2018/02/06  09:57:13


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

 NUMBER OF JOINTS                          =         617
    WITH RESTRAINTS                        =          10
 NUMBER OF FRAME/CABLE/TENDON ELEMENTS     =         154
 NUMBER OF SHELL ELEMENTS                  =         530
 NUMBER OF LINK/SUPPORT ELEMENTS           =        2120
 NUMBER OF LOAD PATTERNS                   =          40
 NUMBER OF ACCELERATION LOADS              =           9
 NUMBER OF LOAD CASES                      =          31

 ADDRESSABLE PHYSICAL MEMORY (RAM)         =       2.000 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                                      09:57:13



 L I N E A R   E Q U A T I O N   S O L U T I O N                        09:57:13

 FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF EQUILIBRIUM EQUATIONS     =        1831
 NUMBER OF NON-ZERO STIFFNESS TERMS        =       23779

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

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


 L I N E A R   S T A T I C   C A S E S                                  09:57:13

 USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF CASES TO SOLVE            =          26
 NUMBER OF CASES TO SOLVE PER BLOCK        =          26

 LINEAR STATIC CASES TO BE SOLVED:

 CASE: DEAD
 CASE: LIVE
 CASE: LROOF
 CASE: SNOW
 CASE: MASS
 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: EZ
 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                      09:57:14

 CASE: P01-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   1.31E-07   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   0.000134   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             =        0.05
 TIME FOR UPDATING LOADS AND STATE         =        0.12
 TIME FOR FORMING STIFFNESS MATRIX         =        0.01
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.07
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.29


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:57:14

 CASE: P02-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   1.82E-08   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   2.01E-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             =        0.04
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.04
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.07
 TIME FOR CALCULATING DISPLACEMENTS        =        0.02
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.25


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:57:14

 CASE: P03-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   2.06E-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             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.09
 TIME FOR FORMING STIFFNESS MATRIX         =        0.03
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.06
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.00
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.22


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:57:15

 CASE: P04-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   1.42E-08   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   1.27E-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             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.05
 TIME FOR FORMING STIFFNESS MATRIX         =        0.02
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.07
 TIME FOR CALCULATING DISPLACEMENTS        =        0.04
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.03
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.24


 N O N L I N E A R   S T A T I C   A N A L Y S I S                      09:57:15

 CASE: P05-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   2.43E-08   0.001000   0.001000   0.001000
      0       0       2  Conv   -1   2.37E-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             =        0.03
 TIME FOR UPDATING LOADS AND STATE         =        0.08
 TIME FOR FORMING STIFFNESS MATRIX         =        0.05
 TIME FOR SOLVING STIFFNESS MATRIX         =        0.08
 TIME FOR CALCULATING DISPLACEMENTS        =        0.01
 TIME FOR DETERMINING EVENTS               =        0.00
 TIME FOR SAVING RESULTS                   =        0.02
                                               ----------
 TOTAL TIME FOR THIS ANALYSIS              =        0.28


 A N A L Y S I S   C O M P L E T E                          2018/02/06  09:57:15
