                                                                                
                                                                                
 B E G I N   A N A L Y S I S                                2011/08/16  23:17:38
                                                                                
                                                                                
 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                        
                                                                                
+Frame  element       0 of     868                                              
+Frame  element     100 of     868                                              
+Frame  element     200 of     868                                              
+Frame  element     300 of     868                                              
+Frame  element     400 of     868                                              
+Frame  element     500 of     868                                              
+Frame  element     600 of     868                                              
+Frame  element     700 of     868                                              
+Frame  element     800 of     868                                              
+Frame  element     868 of     868                                              
+NUMBER OF FRAME  ELEMENTS FORMED          =         868                        
                                                                                
+Shell  element       0 of     124                                              
+Shell  element     100 of     124                                              
+Shell  element     124 of     124                                              
+NUMBER OF SHELL  ELEMENTS FORMED          =         124                        
                                                                                
+Weld       0 of       6                                                        
+Constraint       6 of       6                                                  
+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

                                                                                
+Frame  element       0 of     868                                              
+Frame  element     100 of     868                                              
+Frame  element     200 of     868                                              
+Frame  element     300 of     868                                              
+Frame  element     400 of     868                                              
+Frame  element     500 of     868                                              
+Frame  element     600 of     868                                              
+Frame  element     700 of     868                                              
+Frame  element     800 of     868                                              
+Frame  element     868 of     868                                              
+NUMBER OF FRAME  ELEMENTS FORMED          =         868                        
                                                                                
+Shell  element       0 of     124                                              
+Shell  element     100 of     124                                              
+Shell  element     124 of     124                                              
+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                        

 Found mode       1 of      15, Eigenvalue = 2.0912056E+01, Period =    1.373983
 Found mode       2 of      15, Eigenvalue = 3.7138426E+01, Period =    1.031022
 Found mode       3 of      15, Eigenvalue = 5.4937228E+01, Period =    0.847708
 Found mode       4 of      15, Eigenvalue = 9.8495151E+01, Period =    0.633100
 Found mode       5 of      15, Eigenvalue = 2.1384808E+02, Period =    0.429662
 Found mode       6 of      15, Eigenvalue = 2.8513427E+02, Period =    0.372096
 Found mode       7 of      15, Eigenvalue = 3.6256030E+02, Period =    0.329982
 Found mode       8 of      15, Eigenvalue = 5.5232558E+02, Period =    0.267351
 Found mode       9 of      15, Eigenvalue = 6.4674624E+02, Period =    0.247066
 Found mode      10 of      15, Eigenvalue = 7.7040476E+02, Period =    0.226371
 Found mode      11 of      15, Eigenvalue = 1.0669272E+03, Period =    0.192359
 Found mode      12 of      15, Eigenvalue = 1.4638875E+03, Period =    0.164220
 Found mode      13 of      15, Eigenvalue = 1.6201581E+03, Period =    0.156099
 Found mode      14 of      15, Eigenvalue = 1.8636307E+03, Period =    0.145546
 Found mode      15 of      15, Eigenvalue = 2.0340075E+03, Period =    0.139317
                                                                                
 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
                                                                                
                                                                                
 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

                                                                                
+Joint  element       0 of      52                                              
+Joint  element      52 of      52                                              
+NUMBER OF JOINT  ELEMENTS SAVED           =          52                        
                                                                                
+Frame  element       0 of     868                                              
+Frame  element     100 of     868                                              
+Frame  element     200 of     868                                              
+Frame  element     300 of     868                                              
+Frame  element     400 of     868                                              
+Frame  element     500 of     868                                              
+Frame  element     600 of     868                                              
+Frame  element     700 of     868                                              
+Frame  element     800 of     868                                              
+Frame  element     868 of     868                                              
+NUMBER OF FRAME  ELEMENTS SAVED           =         868                        
                                                                                
+Shell  element       0 of     124                                              
+Shell  element     100 of     124                                              
+Shell  element     124 of     124                                              
+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
                                                                                
                                                                                
 C E N T E R S   O F   R I G I D I T Y                                  23:17:41
                                                                                
 NUMBER OF LOAD CASES TO SOLVE             =          18                        
                                                                                
                                                                                
 B E G I N   A N A L Y S I S                                2011/08/16  23:17:41
                                                                                
                                                                                
 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

                                                                                
+Joint  element       0 of      52                                              
+Joint  element      52 of      52                                              
+NUMBER OF JOINT  ELEMENTS SAVED           =          52                        
                                                                                
+Frame  element       0 of     868                                              
+Frame  element     100 of     868                                              
+Frame  element     200 of     868                                              
+Frame  element     300 of     868                                              
+Frame  element     400 of     868                                              
+Frame  element     500 of     868                                              
+Frame  element     600 of     868                                              
+Frame  element     700 of     868                                              
+Frame  element     800 of     868                                              
+Frame  element     868 of     868                                              
+NUMBER OF FRAME  ELEMENTS SAVED           =         868                        
                                                                                
+Shell  element       0 of     124                                              
+Shell  element     100 of     124                                              
+Shell  element     124 of     124                                              
+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
