                                                                                
                                                                                
 B E G I N   A N A L Y S I S                                2011/08/17  00:55:41
                                                                                
                                                                                
 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                        
                                                                                
+Frame  element       0 of     574                                              
+Frame  element     100 of     574                                              
+Frame  element     200 of     574                                              
+Frame  element     300 of     574                                              
+Frame  element     400 of     574                                              
+Frame  element     500 of     574                                              
+Frame  element     574 of     574                                              
+NUMBER OF FRAME  ELEMENTS FORMED          =         574                        
                                                                                
+Shell  element       0 of      80                                              
+Shell  element      80 of      80                                              
+NUMBER OF SHELL  ELEMENTS FORMED          =          80                        
                                                                                
+Weld       0 of       1                                                        
+Constraint       1 of       1                                                  
+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

                                                                                
+Frame  element       0 of     574                                              
+Frame  element     100 of     574                                              
+Frame  element     200 of     574                                              
+Frame  element     300 of     574                                              
+Frame  element     400 of     574                                              
+Frame  element     500 of     574                                              
+Frame  element     574 of     574                                              
+NUMBER OF FRAME  ELEMENTS FORMED          =         574                        
                                                                                
+Shell  element       0 of      80                                              
+Shell  element      80 of      80                                              
+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        
                                                                                

 Found mode       1 of       7, Eigenvalue = 5.0026646E+03, Period =    0.088834
 Found mode       2 of       7, Eigenvalue = 9.3513973E+03, Period =    0.064974
 Found mode       3 of       7, Eigenvalue = 1.8368211E+04, Period =    0.046360
 Found mode       4 of       7, Eigenvalue = 1.0894364E+06, Period =    0.006020
 Found mode       5 of       7, Eigenvalue = 1.1420788E+06, Period =    0.005879
 Found mode       6 of       7, Eigenvalue = 1.1680702E+06, Period =    0.005814
 Found mode       7 of       7, Eigenvalue = 2.7045236E+06, Period =    0.003821
                                                                                
 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
                                                                                
                                                                                
 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

                                                                                
+Joint  element       0 of      33                                              
+Joint  element      33 of      33                                              
+NUMBER OF JOINT  ELEMENTS SAVED           =          33                        
                                                                                
+Frame  element       0 of     574                                              
+Frame  element     100 of     574                                              
+Frame  element     200 of     574                                              
+Frame  element     300 of     574                                              
+Frame  element     400 of     574                                              
+Frame  element     500 of     574                                              
+Frame  element     574 of     574                                              
+NUMBER OF FRAME  ELEMENTS SAVED           =         574                        
                                                                                
+Shell  element       0 of      80                                              
+Shell  element      80 of      80                                              
+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
                                                                                
                                                                                
 C E N T E R S   O F   R I G I D I T Y                                  00:55:43
                                                                                
 NUMBER OF LOAD CASES TO SOLVE             =           3                        
