

 SAFE Post Tensioning 64-bit 22.1.0 Build 2728 (Analysis Build 9964/64)
 File: C:\Users\HAMTA\Desktop\Pouya Topchin\SAFE\SAFE.LOG




 B E G I N   A N A L Y S I S                                2025/08/22  21:40:46


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

 NUMBER OF JOINTS                          =         878
    WITH RESTRAINTS                        =         445
    WITH MASS                              =         445
 NUMBER OF FRAME/TENDON ELEMENTS           =         219
 NUMBER OF SHELL ELEMENTS                  =         332
 NUMBER OF LINK/SUPPORT ELEMENTS           =        1328
 NUMBER OF CONSTRAINTS/WELDS               =           4
 NUMBER OF LOAD PATTERNS                   =           9
 NUMBER OF ACCELERATION LOADS              =          12
 NUMBER OF LOAD CASES                      =           5
 NUMBER OF MASS SOURCES                    =           1

 UNITS (FORCE, LENGTH, TEMPERATURE, TIME)  = kgf, cm, °C, sec
 GRAVITATIONAL ACCELERATION                =  980.665000

 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                                      21:40:46


 NUMBER OF COUPLED CONSTRAINT EQUATIONS    =          24
 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          24
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           6
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          18


 L I N E A R   E Q U A T I O N   S O L U T I O N                        21:40:46

 FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF EQUILIBRIUM EQUATIONS     =        1290
 NUMBER OF NON-ZERO STIFFNESS TERMS        =       15612

 ---------------------------------
 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                                  21:40:46

 USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF CASES TO SOLVE            =           5
 NUMBER OF CASES TO SOLVE PER BLOCK        =           5

 LINEAR STATIC CASES TO BE SOLVED:

 CASE: DEAD
 CASE: LIVE
 CASE: EX
 CASE: EY
 CASE: ~LLRF


 A N A L Y S I S   C O M P L E T E                          2025/08/22  21:40:46
