 Licence no:           -1   Internal Aquastructures
 Expirydate           1           2        2024
 AquaSim solver version 2024-01-11, beta track
 Not for use commercially, BETA version
 Buckling routines updated for explicit bukclin #1793
 Expirydate           1           2        2024
 Weight in total for each element group
  In water weight, In air weight, In water buoyancy, Total length (twines if net
 )
         Number ,    N    ,      N        ,    N         ,   m 
Component      1  -0.1006E+05   0.0000E+00   0.1006E+05    0.0000E+00
 Weigh of inside water in impermeable nets  
 Component ,   Inside water mass,   Inside volume
         Number ,     Kg      ,    M3 
Component      1   0.0000E+00   0.0000E+00
            
 Mass centre beams, trusses and membranes/shells 
     x         , y          , z 
            NaN            NaN            NaN
            
 Mass centre beams and trusses 
     x         , y          , z 
            NaN            NaN            NaN
            
 Mass centre beams only      
    x         , y          , z 
            NaN            NaN            NaN
            
 Radius of gyration excluding local radius beams
    x         , y          , z 
  0.0000000E+00  0.0000000E+00  0.0000000E+00
 Radius of gyration including local radius beams
    x         , y          , z 
  0.0000000E+00  0.0000000E+00  0.0000000E+00
            
 Radius of gyration beams inluding loc radius  
    x         , y          , z 
  0.0000000E+00  0.0000000E+00  0.0000000E+00
            
            
  Centre of buoyancy (Excluding effect of volume inside impermable nets and     
 distance to weight centre for hydrodynamic components)
     x         , y          , z 
  0.0000000E+00  0.5000000       5.000000    
            
            
  Centre of buoyancy submerged elements [m] (Same exclusions)
    x         , y          , z 
            NaN            NaN            NaN
  
 Beam elements only:
  Centre of buoyancy [m] (Excluding effect of volume inside impermable nets and 
 distance to weight centre for hydrodynamic components)
    x         , y          , z 
            NaN            NaN            NaN
 Beam elements only:     
  Centre of buoyancy submerged elements [m] (Same exclusions)
    x         , y          , z 
            NaN            NaN            NaN
            
 Total, all elements  
Weight in air  [N]                                           0.00000
Weight in water [N]                                     -10055.25000
 The automatic in and out of water option is used
 Weight in air is used for part over water line
 Weight in water is used for part under water line
Buoyancy [N]                                             10055.25000
Diffac = Weight/Bouancy of all elements                      0.00000
Total mass [kg]                                              0.00000
buoyancy non Hydrodyn beams and trusses [kg]                 0.00000
Weight elements [N] / Mass elements [kg]                         NaN
Total mass of beam elements [kg]                             0.00000
  
 Properties to nodeloads
Upwards force of node loads [N]                              0.00000
Downwards force of node loads [N]                        10000.00000
Mass to nodeloads[kg]                                     1019.36795
 (Exclusive of mass-springs)
  
 Volume to water line modeled           0
 
 Output at step 1
 
 Key data after static equilibrium in analysis  (only morison elements)
 Weight in total for each element group
  Weight below water line, Weight above water line, Boyancy, Total length (twine
 s if net)
         Number ,    kg    ,      kg       ,    kg         ,   m 
Component      1          NaN          NaN          NaN    0.0000E+00
 
  Total beams and trusses
  Other component types no accounted for
  Weight below water line, Weight above water line, Boyancy, parts in water, Dif
 ferenc weight - buoyancy
         Number ,    kg    ,      kg       ,    kg         ,   kg 
Component      2          NaN          NaN          NaN           NaN
            
 Mass centre beams and trusses 
     x         , y          , z 
            NaN            NaN            NaN
            
 Mass centre beams only      
    x         , y          , z 
            NaN            NaN            NaN
            
            
              
 -Buckling eigenvalues at step ---           1
           6 Eigenvalues asked for
          12 Eigenvalues calculated at step
          12 positive eigenvalues sorted
           1   171.9340    
           2   693.1921    
           3   1569.251    
           4   2808.558    
           5   4419.559    
           6   6409.680    
           7   8808.910    
           8   11625.71    
           9   32671.47    
          10   33119.13    
          11   36678.98    
          12   47703.71    
 max stress level beams shape [MPa]           1  0.0000000E+00
 max stress level beams shape [MPa]           2  0.0000000E+00
 max stress level beams shape [MPa]           3  0.0000000E+00
 max stress level beams shape [MPa]           4  0.0000000E+00
 max stress level beams shape [MPa]           5  0.0000000E+00
 max stress level beams shape [MPa]           6  0.0000000E+00
 max stress level beams shape [MPa]           7  0.0000000E+00
 max stress level beams shape [MPa]           8  0.0000000E+00
 max stress level beams shape [MPa]           9  0.0000000E+00
 max stress level beams shape [MPa]          10  0.0000000E+00
 max stress level beams shape [MPa]          11  0.0000000E+00
 max stress level beams shape [MPa]          12  0.0000000E+00
  
 max stress level beams shape written to files [MPa]           1  0.0000000E+00
 max stress level beams shape written to files [MPa]           2  0.0000000E+00
 max stress level beams shape written to files [MPa]           3  0.0000000E+00
 max stress level beams shape written to files [MPa]           4  0.0000000E+00
 max stress level beams shape written to files [MPa]           5  0.0000000E+00
 max stress level beams shape written to files [MPa]           6  0.0000000E+00
              
 -Buckling eigenvalues at step ---           2
           6 Eigenvalues asked for
          12 Eigenvalues calculated at step
          12 positive eigenvalues sorted
           1   171.9340    
           2   693.1921    
           3   1569.251    
           4   2808.558    
           5   4419.559    
           6   6409.680    
           7   8808.911    
           8   11625.72    
           9   32671.52    
          10   33119.25    
          11   36679.97    
          12   47704.46    
 max stress level beams shape [MPa]           1  0.0000000E+00
 max stress level beams shape [MPa]           2  0.0000000E+00
 max stress level beams shape [MPa]           3  0.0000000E+00
 max stress level beams shape [MPa]           4  0.0000000E+00
 max stress level beams shape [MPa]           5  0.0000000E+00
 max stress level beams shape [MPa]           6  0.0000000E+00
 max stress level beams shape [MPa]           7  0.0000000E+00
 max stress level beams shape [MPa]           8  0.0000000E+00
 max stress level beams shape [MPa]           9  0.0000000E+00
 max stress level beams shape [MPa]          10  0.0000000E+00
 max stress level beams shape [MPa]          11  0.0000000E+00
 max stress level beams shape [MPa]          12  0.0000000E+00
  
 max stress level beams shape written to files [MPa]           1  0.0000000E+00
 max stress level beams shape written to files [MPa]           2  0.0000000E+00
 max stress level beams shape written to files [MPa]           3  0.0000000E+00
 max stress level beams shape written to files [MPa]           4  0.0000000E+00
 max stress level beams shape written to files [MPa]           5  0.0000000E+00
 max stress level beams shape written to files [MPa]           6  0.0000000E+00
              
 -Buckling eigenvalues at step ---           3
           6 Eigenvalues asked for
          12 Eigenvalues calculated at step
          12 positive eigenvalues sorted
           1   171.9340    
           2   693.1921    
           3   1569.251    
           4   2808.558    
           5   4419.559    
           6   6409.680    
           7   8808.910    
           8   11625.71    
           9   32671.46    
          10   33119.11    
          11   36678.83    
          12   47703.58    
 max stress level beams shape [MPa]           1  0.0000000E+00
 max stress level beams shape [MPa]           2  0.0000000E+00
 max stress level beams shape [MPa]           3  0.0000000E+00
 max stress level beams shape [MPa]           4  0.0000000E+00
 max stress level beams shape [MPa]           5  0.0000000E+00
 max stress level beams shape [MPa]           6  0.0000000E+00
 max stress level beams shape [MPa]           7  0.0000000E+00
 max stress level beams shape [MPa]           8  0.0000000E+00
 max stress level beams shape [MPa]           9  0.0000000E+00
 max stress level beams shape [MPa]          10  0.0000000E+00
 max stress level beams shape [MPa]          11  0.0000000E+00
 max stress level beams shape [MPa]          12  0.0000000E+00
  
 max stress level beams shape written to files [MPa]           1  0.0000000E+00
 max stress level beams shape written to files [MPa]           2  0.0000000E+00
 max stress level beams shape written to files [MPa]           3  0.0000000E+00
 max stress level beams shape written to files [MPa]           4  0.0000000E+00
 max stress level beams shape written to files [MPa]           5  0.0000000E+00
 max stress level beams shape written to files [MPa]           6  0.0000000E+00
              
 -Buckling eigenvalues at step ---           4
           6 Eigenvalues asked for
          12 Eigenvalues calculated at step
          12 positive eigenvalues sorted
           1   171.9340    
           2   693.1921    
           3   1569.251    
           4   2808.558    
           5   4419.559    
           6   6409.680    
           7   8808.912    
           8   11625.72    
           9   32671.56    
          10   33119.35    
          11   36680.81    
          12   47705.06    
 max stress level beams shape [MPa]           1  0.0000000E+00
 max stress level beams shape [MPa]           2  0.0000000E+00
 max stress level beams shape [MPa]           3  0.0000000E+00
 max stress level beams shape [MPa]           4  0.0000000E+00
 max stress level beams shape [MPa]           5  0.0000000E+00
 max stress level beams shape [MPa]           6  0.0000000E+00
 max stress level beams shape [MPa]           7  0.0000000E+00
 max stress level beams shape [MPa]           8  0.0000000E+00
 max stress level beams shape [MPa]           9  0.0000000E+00
 max stress level beams shape [MPa]          10  0.0000000E+00
 max stress level beams shape [MPa]          11  0.0000000E+00
 max stress level beams shape [MPa]          12  0.0000000E+00
  
 max stress level beams shape written to files [MPa]           1  0.0000000E+00
 max stress level beams shape written to files [MPa]           2  0.0000000E+00
 max stress level beams shape written to files [MPa]           3  0.0000000E+00
 max stress level beams shape written to files [MPa]           4  0.0000000E+00
 max stress level beams shape written to files [MPa]           5  0.0000000E+00
 max stress level beams shape written to files [MPa]           6  0.0000000E+00
 
 Output at step           5
 
 Key data after static equilibrium in analysis  (only morison elements)
 Weight in total for each element group
  Weight below water line, Weight above water line, Boyancy, Total length (twine
 s if net)
         Number ,    kg    ,      kg       ,    kg         ,   m 
Component      1          NaN          NaN          NaN    0.0000E+00
 
  Total beams and trusses
  Other component types no accounted for
  Weight below water line, Weight above water line, Boyancy, parts in water, Dif
 ferenc weight - buoyancy
         Number ,    kg    ,      kg       ,    kg         ,   kg 
Component      2          NaN          NaN          NaN           NaN
            
 Mass centre beams and trusses 
     x         , y          , z 
            NaN            NaN            NaN
            
 Mass centre beams only      
    x         , y          , z 
            NaN            NaN            NaN
            
            
              
 -Buckling eigenvalues at step ---           5
           6 Eigenvalues asked for
          12 Eigenvalues calculated at step
          12 positive eigenvalues sorted
           1   171.9340    
           2   693.1921    
           3   1569.251    
           4   2808.558    
           5   4419.559    
           6   6409.680    
           7   8808.912    
           8   11625.72    
           9   32671.57    
          10   33119.36    
          11   36680.85    
          12   47705.08    
 max stress level beams shape [MPa]           1  0.0000000E+00
 max stress level beams shape [MPa]           2  0.0000000E+00
 max stress level beams shape [MPa]           3  0.0000000E+00
 max stress level beams shape [MPa]           4  0.0000000E+00
 max stress level beams shape [MPa]           5  0.0000000E+00
 max stress level beams shape [MPa]           6  0.0000000E+00
 max stress level beams shape [MPa]           7  0.0000000E+00
 max stress level beams shape [MPa]           8  0.0000000E+00
 max stress level beams shape [MPa]           9  0.0000000E+00
 max stress level beams shape [MPa]          10  0.0000000E+00
 max stress level beams shape [MPa]          11  0.0000000E+00
 max stress level beams shape [MPa]          12  0.0000000E+00
  
 max stress level beams shape written to files [MPa]           1  0.0000000E+00
 max stress level beams shape written to files [MPa]           2  0.0000000E+00
 max stress level beams shape written to files [MPa]           3  0.0000000E+00
 max stress level beams shape written to files [MPa]           4  0.0000000E+00
 max stress level beams shape written to files [MPa]           5  0.0000000E+00
 max stress level beams shape written to files [MPa]           6  0.0000000E+00
 
 
 Maximum values for spring forces (inc buoys)
 Data is presentet av follows:
 Spring [no], Node[no], Springforce(1-6)[N]
 
 Minimum values for spring forces (inc buoys)
 Data is presentet av follows:
 Spring [no], Node[no], Springforce(1-6)[N]
 
