

 SAFE 2016 Post Tensioning 16.0.0 (Analysis Build 9520/32)
 File: C:\Users\ASUS\Desktop\Habibi - Behsazi\SAFE\safe.LOG




 B E G I N   A N A L Y S I S                                2017/01/29  09:05:11


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

 NUMBER OF JOINTS                          =         410
 NUMBER OF FRAME/CABLE/TENDON ELEMENTS     =         378
 NUMBER OF SHELL ELEMENTS                  =         268
 NUMBER OF LINK/SUPPORT ELEMENTS           =        1072
 NUMBER OF LOAD PATTERNS                   =          54
 NUMBER OF ACCELERATION LOADS              =           9
 NUMBER OF LOAD CASES                      =          33

 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                                      09:05:11



 L I N E A R   E Q U A T I O N   S O L U T I O N                        09:05:11

 FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF EQUILIBRIUM EQUATIONS     =        1230
 NUMBER OF NON-ZERO STIFFNESS TERMS        =       14673

 ---------------------------------
 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                                  09:05:11

 USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF CASES TO SOLVE            =          33
 NUMBER OF CASES TO SOLVE PER BLOCK        =          33

 LINEAR STATIC CASES TO BE SOLVED:

 CASE: DEAD
 CASE: LIVE
 CASE: LIVE PARTITION
 CASE: LIVE ROOF
 CASE: SNOW
 CASE: NDX
 CASE: NDY
 CASE: NLX
 CASE: NLY
 CASE: NLPX
 CASE: NLPY
 CASE: NLRX
 CASE: NLRY
 CASE: EX
 CASE: EY
 CASE: EYALL(1/3)
 CASE: EYALL(2/3)
 CASE: EYALL(3/3)
 CASE: EXALL(1/3)
 CASE: EXALL(2/3)
 CASE: EXALL(3/3)
 CASE: EYALL+0.3EX(1/3)
 CASE: EYALL+0.3EX(2/3)
 CASE: EYALL+0.3EX(3/3)
 CASE: EYALL-0.3EX(1/3)
 CASE: EYALL-0.3EX(2/3)
 CASE: EYALL-0.3EX(3/3)
 CASE: 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)


 A N A L Y S I S   C O M P L E T E                          2017/01/29  09:05:11
