

 SAFE 2016 Standard 16.0.2 (Analysis Build 9548/32)
 File: D:\university\project\C...ni B.S\Drawing in Etabs 2017\KN\Safe\kN_mat.LOG




 B E G I N   A N A L Y S I S                                2016/12/31  23:04:11


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

 NUMBER OF JOINTS                          =         858
 NUMBER OF FRAME/CABLE/TENDON ELEMENTS     =           6
 NUMBER OF SHELL ELEMENTS                  =         793
 NUMBER OF LINK/SUPPORT ELEMENTS           =        3172
 NUMBER OF LOAD PATTERNS                   =          46
 NUMBER OF ACCELERATION LOADS              =           9
 NUMBER OF LOAD CASES                      =          29

 ADDRESSABLE PHYSICAL MEMORY (RAM)         =       2.000 GB

 PARALLELIZATION OF ANALYSIS OPERATIONS:
 (Env. variable SAPFIRE_NUM_THREADS        =           0)
 NUMBER OF THREADS: STATE (AUTOMATIC)      =           4
 NUMBER OF THREADS: STIFFNESS (AUTOMATIC)  =           4
 NUMBER OF THREADS: EVENT (AUTOMATIC)      =           4
 NUMBER OF THREADS: MOVE (AUTOMATIC)       =           4
 NUMBER OF THREADS: RESPONSE (AUTOMATIC)   =           4
 NUMBER OF THREADS: SOLVE (AUTOMATIC)      =           4


 E L E M E N T   F O R M A T I O N                                      23:04:11



 L I N E A R   E Q U A T I O N   S O L U T I O N                        23:04:11

 FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF EQUILIBRIUM EQUATIONS     =        5148
 NUMBER OF NON-ZERO STIFFNESS TERMS        =      134622

 ---------------------------------
 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                                  23:04:11

 USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS

 TOTAL NUMBER OF CASES TO SOLVE            =          29
 NUMBER OF CASES TO SOLVE PER BLOCK        =          29

 LINEAR STATIC CASES TO BE SOLVED:

 CASE: DEAD
 CASE: LIVE
 CASE: LIVE_STAIR
 CASE: LIVE_ROOF
 CASE: SNOW
 CASE: EX_ALL(1/3)
 CASE: EX_ALL(2/3)
 CASE: EX_ALL(3/3)
 CASE: EX
 CASE: EY_ALL(1/3)
 CASE: EY_ALL(2/3)
 CASE: EY_ALL(3/3)
 CASE: EY
 CASE: EV
 CASE: MASS
 CASE: EX_ALL+0.3EY(1/3)
 CASE: EX_ALL+0.3EY(2/3)
 CASE: EX_ALL+0.3EY(3/3)
 CASE: EX_ALL-0.3EY(1/3)
 CASE: EX_ALL-0.3EY(2/3)
 CASE: EX_ALL-0.3EY(3/3)
 CASE: EY_ALL+0.3EX(1/3)
 CASE: EY_ALL+0.3EX(2/3)
 CASE: EY_ALL+0.3EX(3/3)
 CASE: EY_ALL-0.3EX(1/3)
 CASE: EY_ALL-0.3EX(2/3)
 CASE: EY_ALL-0.3EX(3/3)
 CASE: EX_DRIFT
 CASE: EY_DRIFT


 A N A L Y S I S   C O M P L E T E                          2016/12/31  23:04:13
