 Program ETABS Version 9.0.0.0                                        File:1.LOG
                                                                     
                                                                       


 B E G I N   A N A L Y S I S                                2011/08/17  00:55:41

 MAXIMUM MEMORY BLOCK SIZE (BYTES)         =      15.968 MB


 E L E M E N T   F O R M A T I O N                                      00:55:41

 NUMBER OF JOINT  ELEMENTS FORMED          =          33
 NUMBER OF SPRING ELEMENTS FORMED          =           0
 NUMBER OF FRAME  ELEMENTS FORMED          =         574
 NUMBER OF SHELL  ELEMENTS FORMED          =          80
 NUMBER OF CONSTRAINTS FORMED              =           1

 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =           3
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           0
   CONSTRAINT MASTER DOF AFTER REDUCTION   =           3


 E Q U A T I O N   S O L U T I O N                                      00:55:42

 TOTAL NUMBER OF EQUILIBRIUM EQUATIONS     =         633
 APPROXIMATE "EFFECTIVE" BAND WIDTH        =          47

 NUMBER OF EQUATION STORAGE BLOCKS         =           1
 MAXIMUM BLOCK SIZE (8-BYTE TERMS)         =       29697
 SIZE OF STIFFNESS FILE(S) (BYTES)         =     234.496 KB

 NUMBER OF EQUATIONS TO SOLVE              =         633
 NUMBER OF STATIC LOAD CASES               =           4
 NUMBER OF ACCELERATION LOADS              =           6
 NUMBER OF NONLINEAR DEFORMATION LOADS     =           0

 CURRENT P-DELTA ANALYSIS ITERATION        =           0
 MAXIMUM NUMBER OF ITERATIONS ALLOWED      =           1

 CURRENT  DISPLACEMENT MAGNITUDE           =    0.000219



 B E G I N   P - D E L T A   I T E R A T I O N                          00:55:42


 E L E M E N T   F O R M A T I O N                                      00:55:42

 NUMBER OF FRAME  ELEMENTS FORMED          =         574
 NUMBER OF SHELL  ELEMENTS FORMED          =          80


 E Q U A T I O N   S O L U T I O N                                      00:55:42

 TOTAL NUMBER OF EQUILIBRIUM EQUATIONS     =         633
 APPROXIMATE "EFFECTIVE" BAND WIDTH        =          47

 NUMBER OF EQUATION STORAGE BLOCKS         =           1
 MAXIMUM BLOCK SIZE (8-BYTE TERMS)         =       29697
 SIZE OF STIFFNESS FILE(S) (BYTES)         =     234.496 KB

 NUMBER OF EQUATIONS TO SOLVE              =         633
 NUMBER OF STATIC LOAD CASES               =           4
 NUMBER OF ACCELERATION LOADS              =           6
 NUMBER OF NONLINEAR DEFORMATION LOADS     =           0

 CURRENT P-DELTA ANALYSIS ITERATION        =           1
 MAXIMUM NUMBER OF ITERATIONS ALLOWED      =           1

 CURRENT  DISPLACEMENT MAGNITUDE           =    0.000219
 RELATIVE DISPLACEMENT CHANGE              =    9.79E-05
 RELATIVE DISPLACEMENT TOLERANCE           =    0.001000

 ITERATION CONVERGED


 P - D E L T A   I T E R A T I O N   C O M P L E T E                    00:55:42


 E I G E N   A N A L Y S I S                                            00:55:42

 NUMBER OF STIFFNESS DEGREES OF FREEDOM    =         633
 NUMBER OF MASS DEGREES OF FREEDOM         =           7
 NUMBER OF EIGEN MODES SOUGHT              =          15
 NUMBER OF RESIDUAL-MASS MODES SOUGHT      =           0
 NUMBER OF SUBSPACE VECTORS USED           =           7

 RELATIVE CONVERGENCE TOLERANCE            =    1.00E-07
 FREQUENCY SHIFT  (CENTER) (CYC/TIME)      =     .000000
 FREQUENCY CUTOFF (RADIUS) (CYC/TIME)      =     .000000

 * * * W A R N I N G * * *
 NUMBER OF MODES SOUGHT REDUCED TO THE NUMBER OF MASS DEGREES OF FREEDOM


 NUMBER OF EIGEN MODES FOUND               =           7
 NUMBER OF ITERATIONS PERFORMED            =           1


 J O I N T   O U T P U T                                                00:55:42

 G L O B A L   F O R C E   B A L A N C E   R E L A T I V E   E R R O R S

 PERCENT FORCE AND MOMENT ERROR AT THE ORIGIN, IN GLOBAL COORDINATES

    LOAD          FX          FY          FZ          MX          MY          MZ
SUPDEAD     2.09E-13    1.60E-14    3.16E-14    5.80E-07    3.98E-07    5.76E-08
LIVE         .000000     .000000     .000000     .000000     .000000     .000000
DEAD        5.02E-14    8.38E-15    2.04E-14    3.78E-07    2.72E-07    4.48E-08
TRIBUTAR    2.25E-13    5.68E-16    4.21E-14    5.67E-07    2.28E-07    3.56E-08

    MODE          FX          FY          FZ          MX          MY          MZ
       1    8.83E-12    3.83E-12    5.94E-13    2.23E-06    2.33E-07    1.54E-05
       2    2.51E-11    3.60E-13    6.22E-14    2.59E-06    1.08E-06    2.15E-06
       3    4.78E-13    2.05E-12    4.99E-14    1.22E-06    4.04E-07    4.10E-06
       4    2.52E-10    1.03E-10    1.47E-12    2.32E-06    2.32E-07    3.86E-07
       5    5.99E-10    1.88E-10    1.05E-13    1.52E-07    2.63E-07    1.09E-06
       6    1.23E-10    1.78E-11    3.95E-13    4.78E-06    5.32E-07    1.54E-07
       7    5.74E-10    7.83E-10    2.32E-11    2.15E-06    3.22E-07    3.49E-07


 E L E M E N T   J O I N T - F O R C E   O U T P U T                    00:55:42

 NUMBER OF JOINT  ELEMENTS SAVED           =          33
 NUMBER OF FRAME  ELEMENTS SAVED           =         574
 NUMBER OF SHELL  ELEMENTS SAVED           =          80


 E L E M E N T   O U T P U T                                            00:55:42



 A N A L Y S I S   C O M P L E T E                          2011/08/17  00:55:42


 Program ETABS Version 9.0.0.0                                        File:1.LOG
                                                                     
                                                                       


 C E N T E R S   O F   R I G I D I T Y                                  00:55:43
