 Program ETABS Version 9.0.0.0                                        File:1.LOG
                                                                     
                                                                       


 B E G I N   A N A L Y S I S                                2011/08/16  23:17:38

 MAXIMUM MEMORY BLOCK SIZE (BYTES)         =      15.968 MB


 E L E M E N T   F O R M A T I O N                                      23:17:38

 NUMBER OF JOINT  ELEMENTS FORMED          =          52
 NUMBER OF SPRING ELEMENTS FORMED          =           0
 NUMBER OF FRAME  ELEMENTS FORMED          =         868
 NUMBER OF SHELL  ELEMENTS FORMED          =         124
 NUMBER OF CONSTRAINTS FORMED              =           6

 REDUCTION OF CONSTRAINTS AND RESTRAINTS:
 NUMBER OF
   CONSTRAINT MASTER DOF BEFORE REDUCTION  =          18
   COUPLED CONSTRAINT/RESTRAINT MASTER DOF =           0
   CONSTRAINT MASTER DOF AFTER REDUCTION   =          18


 E Q U A T I O N   S O L U T I O N                                      23:17:39

 TOTAL NUMBER OF EQUILIBRIUM EQUATIONS     =         957
 APPROXIMATE "EFFECTIVE" BAND WIDTH        =          83

 NUMBER OF EQUATION STORAGE BLOCKS         =           1
 MAXIMUM BLOCK SIZE (8-BYTE TERMS)         =       76983
 SIZE OF STIFFNESS FILE(S) (BYTES)         =     605.184 KB

 NUMBER OF EQUATIONS TO SOLVE              =         957
 NUMBER OF STATIC LOAD CASES               =          11
 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           =    0.008369



 B E G I N   P - D E L T A   I T E R A T I O N                          23:17:39


 E L E M E N T   F O R M A T I O N                                      23:17:39

 NUMBER OF FRAME  ELEMENTS FORMED          =         868
 NUMBER OF SHELL  ELEMENTS FORMED          =         124


 E Q U A T I O N   S O L U T I O N                                      23:17:39

 TOTAL NUMBER OF EQUILIBRIUM EQUATIONS     =         957
 APPROXIMATE "EFFECTIVE" BAND WIDTH        =          83

 NUMBER OF EQUATION STORAGE BLOCKS         =           1
 MAXIMUM BLOCK SIZE (8-BYTE TERMS)         =       76983
 SIZE OF STIFFNESS FILE(S) (BYTES)         =     605.184 KB

 NUMBER OF EQUATIONS TO SOLVE              =         957
 NUMBER OF STATIC LOAD CASES               =          11
 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           =    0.008378
 RELATIVE DISPLACEMENT CHANGE              =    0.027880
 RELATIVE DISPLACEMENT TOLERANCE           =    0.001000

 ITERATION DID NOT CONVERGE


 P - D E L T A   I T E R A T I O N   F A I L E D   ! !                  23:17:40


 E I G E N   A N A L Y S I S                                            23:17:40

 NUMBER OF STIFFNESS DEGREES OF FREEDOM    =         957
 NUMBER OF MASS DEGREES OF FREEDOM         =          22
 NUMBER OF EIGEN MODES SOUGHT              =          15
 NUMBER OF RESIDUAL-MASS MODES SOUGHT      =           0
 NUMBER OF SUBSPACE VECTORS USED           =          19

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

 NUMBER OF EIGEN MODES FOUND               =          15
 NUMBER OF ITERATIONS PERFORMED            =           4


 J O I N T   O U T P U T                                                23:17:40

 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
DEAD        2.95E-14    1.98E-14    1.24E-13    4.34E-07    2.38E-06    5.43E-07
LIVE        5.45E-14    1.01E-13    2.90E-14    1.50E-06    1.10E-06    2.86E-07
MASS         .000000     .000000     .000000     .000000     .000000     .000000
EX          2.40E-11    1.97E-12    2.61E-13    9.89E-05    3.14E-05    9.21E-05
EY          1.68E-10    9.74E-13    1.27E-12    2.80E-05    2.00E-05    6.01E-05
EXP         1.01E-10    6.94E-13    1.95E-13    0.000104    2.94E-05    7.63E-05
EYP         6.69E-11    4.46E-12    1.56E-12    3.23E-05    2.18E-05    7.41E-05
EXN         1.43E-10    5.80E-12    4.84E-14    9.41E-05    3.34E-05    0.000108
EYN         1.17E-10    6.85E-12    1.33E-12    2.37E-05    1.82E-05    4.61E-05
LIVET       8.50E-13    4.99E-17    7.42E-14    4.01E-06    2.29E-06    9.84E-07
TRIBUTAR    2.87E-13    7.42E-14    1.14E-13    2.87E-06    1.85E-06    7.48E-07

    MODE          FX          FY          FZ          MX          MY          MZ
       1    1.31E-06    8.05E-08    2.31E-12    2.80E-05    2.14E-05    7.68E-05
       2    8.95E-07    4.96E-08    5.44E-13    9.49E-05    3.36E-05    0.000108
       3    2.32E-07    3.94E-08    1.29E-12    7.74E-05    2.05E-05    0.000180
       4    3.63E-10    3.80E-11    4.36E-12    1.46E-05    1.80E-05    2.58E-05
       5    7.65E-10    9.76E-12    5.45E-13    9.05E-05    3.28E-05    0.000105
       6    3.89E-10    2.11E-11    2.64E-12    7.21E-05    2.35E-05    0.000150
       7    8.95E-12    1.35E-12    4.83E-13    3.21E-05    5.49E-06    8.58E-05
       8    2.88E-10    1.18E-12    1.88E-13    9.30E-05    3.04E-05    9.15E-05
       9    2.12E-10    1.09E-11    7.65E-13    7.40E-05    3.72E-05    0.000140
      10    1.57E-10    4.31E-12    9.56E-13    8.60E-05    3.09E-06    6.76E-05
      11    5.46E-11    4.76E-12    5.80E-13    2.81E-05    8.50E-06    6.12E-05
      12    4.58E-10    1.11E-11    1.21E-12    2.48E-05    5.09E-05    0.000238
      13    2.56E-10    1.71E-12    5.04E-13    6.48E-05    3.60E-05    0.000127
      14    1.92E-10    1.99E-11    2.02E-12    8.08E-05    4.47E-06    1.20E-05
      15    4.58E-11    4.85E-14    1.94E-12    1.93E-05    3.80E-06    1.58E-05


 E L E M E N T   J O I N T - F O R C E   O U T P U T                    23:17:40

 NUMBER OF JOINT  ELEMENTS SAVED           =          52
 NUMBER OF FRAME  ELEMENTS SAVED           =         868
 NUMBER OF SHELL  ELEMENTS SAVED           =         124


 E L E M E N T   O U T P U T                                            23:17:41



 A N A L Y S I S   C O M P L E T E                          2011/08/16  23:17:41


 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                                  23:17:41


 Program ETABS Version 9.0.0.0                                        File:1.LOG
                                                                     
                                                                       


 B E G I N   A N A L Y S I S                                2011/08/16  23:17:41

 MAXIMUM MEMORY BLOCK SIZE (BYTES)         =      15.968 MB


 E L E M E N T   F O R M A T I O N                                      23:17:41

 NUMBER OF JOINT  ELEMENTS FORMED          =          52
 NUMBER OF SPRING ELEMENTS FORMED          =           0


 L O A D   R E - S O L U T I O N                                        23:17:41

 NUMBER OF STATIC LOAD CASES               =          11


 E L E M E N T   J O I N T - F O R C E   O U T P U T                    23:17:41

 NUMBER OF JOINT  ELEMENTS SAVED           =          52
 NUMBER OF FRAME  ELEMENTS SAVED           =         868
 NUMBER OF SHELL  ELEMENTS SAVED           =         124


 A N A L Y S I S   C O M P L E T E                          2011/08/16  23:17:42
