 Expirydate           1           2        2024
 AquaSim solver 2.18 2023-08-17
 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  -0.4500E+03   0.1404E+08   0.1404E+08    0.4460E+02
Component      2   0.0000E+00   0.0000E+00   0.0000E+00    0.1200E+02
Component      3   0.0000E+00   0.0000E+00   0.0000E+00    0.2400E+02
Component      4   0.0000E+00   0.0000E+00   0.0000E+00    0.1040E+02
Component      5   0.0000E+00   0.0000E+00   0.0000E+00    0.1700E+02
Component      6   0.0000E+00   0.0000E+00   0.0000E+00    0.2960E+02
Component      7   0.0000E+00   0.0000E+00   0.0000E+00    0.7000E+01
Component      8   0.3057E+05   0.3516E+05   0.4591E+04    0.4216E+03
Component      9   0.1275E+06   0.1467E+06   0.1915E+05    0.8216E+03
Component     10   0.2108E+03   0.4048E+04   0.3837E+04    0.2108E+03
Component     11   0.2108E+03   0.4048E+04   0.3837E+04    0.2108E+03
Component     12   0.2108E+03   0.4048E+04   0.3837E+04    0.2108E+03
Component     13   0.2108E+03   0.4048E+04   0.3837E+04    0.2108E+03
Component     14   0.2108E+03   0.4048E+04   0.3837E+04    0.2108E+03
Component     15   0.2108E+03   0.4048E+04   0.3837E+04    0.2108E+03
Component     16   0.2108E+03   0.4048E+04   0.3837E+04    0.2108E+03
Component     17   0.2108E+03   0.4048E+04   0.3837E+04    0.2108E+03
            
 Mass centre beams, trusses and membranes/shells 
     x         , y          , z 
   22.30000     -2.5045960E-18  -1.139819    
            
 Mass centre beams and trusses 
     x         , y          , z 
   22.30000     -2.5045960E-18  -1.139819    
            
 Mass centre beams only      
    x         , y          , z 
   22.30000      0.0000000E+00  0.0000000E+00
            
 Radius of gyration excluding local radius beams
    x         , y          , z 
   24.83783       28.82016       35.18336    
 Radius of gyration including local radius beams
    x         , y          , z 
   24.84463       29.03910       35.36613    
            
 Radius of gyration beams inluding loc radius  
    x         , y          , z 
  0.0000000E+00   12.87491       12.87491    
            
            
  Centre of buoyancy (Excluding effect of volume inside impermable nets and     
 distance to weight centre for hydrodynamic components)
     x         , y          , z 
   22.30000      0.0000000E+00 -0.1644123    
            
            
  Centre of buoyancy submerged elements [m] (Same exclusions)
    x         , y          , z 
   22.30000      0.0000000E+00 -4.7547072E-02
  
 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 
   22.30000      0.0000000E+00  0.0000000E+00
 Beam elements only:     
  Centre of buoyancy submerged elements [m] (Same exclusions)
    x         , y          , z 
   22.30000      0.0000000E+00  0.0000000E+00
            
 Total, all elements  
Weight in air  [N]                                    14254315.87757
Weight in water[N]                                      159344.68987
 The authomatic 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]                                          14094971.18770
Diffac = Weight/Bouancy of all elements                      1.01131
Total mass [kg]                                        1452521.26579
buoyancy non Hydrodyn beams and trusses [kg]              5549.52000
Weight elements (N) / Mass elements (kg)                     9.81350
Total mass of beam elements [kg]                       1431205.72224
  
 Properties to nodeloads
Upwards force of node loads [N]                              0.00000
Downwards force of node loads [N]                            0.00000
Mass to nodeloads(kg)                                        0.00000
 (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      3   0.0000E+00   0.0000E+00   0.0000E+00    0.2400E+02
Component      4   0.0000E+00   0.0000E+00   0.0000E+00    0.1040E+02
Component      5   0.0000E+00   0.0000E+00   0.0000E+00    0.1700E+02
Component      6   0.0000E+00   0.0000E+00   0.0000E+00    0.2960E+02
Component      7   0.0000E+00   0.0000E+00   0.0000E+00    0.7000E+01
Component      8   0.3584E+04   0.0000E+00   0.4680E+03    0.4216E+03
Component      9   0.1495E+05   0.0000E+00   0.1953E+04    0.8216E+03
Component     10   0.4126E+03   0.0000E+00   0.3911E+03    0.2108E+03
Component     11   0.4126E+03   0.0000E+00   0.3911E+03    0.2108E+03
Component     12   0.4126E+03   0.0000E+00   0.3911E+03    0.2108E+03
Component     13   0.4126E+03   0.0000E+00   0.3911E+03    0.2108E+03
Component     14   0.4126E+03   0.0000E+00   0.3911E+03    0.2108E+03
Component     15   0.4126E+03   0.0000E+00   0.3911E+03    0.2108E+03
Component     16   0.4126E+03   0.0000E+00   0.3911E+03    0.2108E+03
Component     17   0.4126E+03   0.0000E+00   0.3911E+03    0.2108E+03
 
  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     18   0.2184E+05   0.0000E+00   0.5550E+04    0.1629E+05
            
 Mass centre beams and trusses 
     x         , y          , z 
   22.30000     -3.4119825E-08  -1.226007    
            
 Mass centre beams only      
    x         , y          , z 
   22.30000     -3.4555566E-08 -2.1274755E-02
            
            
              
 -Eigenvalues at step ---           1
           6 Eigenvalues asked for
          12 Eigenvalues calculated at step
          12 positive eigenfrequencies and eigenperiods sorted 
 Units, 2PI/s,              s 
           1  9.0479620E-02   69.44310    
           2  0.1042364       60.27821    
           3  0.1717255       36.58855    
           4  0.5963478       10.53611    
           5  0.5963538       10.53600    
           6  0.5963615       10.53587    
           7  0.5963615       10.53587    
           8  0.5963615       10.53587    
           9  0.5964822       10.53374    
          10  0.5965344       10.53281    
          11  0.5987111       10.49452    
          12   1.032477       6.085544    
 max stress level beams shape [MPa]           1  0.1878373    
 max stress level beams shape [MPa]           2  0.1139697    
 max stress level beams shape [MPa]           3  0.1672838    
 max stress level beams shape [MPa]           4  1.2572334E-02
 max stress level beams shape [MPa]           5  9.3062418E-03
 max stress level beams shape [MPa]           6  0.1701006    
 max stress level beams shape [MPa]           7  0.2400400    
 max stress level beams shape [MPa]           8  0.2016900    
 max stress level beams shape [MPa]           9  1.7150776E-02
 max stress level beams shape [MPa]          10  1.0493466E-02
 max stress level beams shape [MPa]          11  9.7589958E-03
 max stress level beams shape [MPa]          12  1.5454993E-02
  
 max stress level beams shape written to files [MPa]           1  0.1878373    
 max stress level beams shape written to files [MPa]           2  0.1139697    
 max stress level beams shape written to files [MPa]           3  0.1672838    
 max stress level beams shape written to files [MPa]           4  1.2572334E-02
 max stress level beams shape written to files [MPa]           5  9.3062418E-03
 max stress level beams shape written to files [MPa]           6  0.1701006    
              
 -Eigenvalues at step ---           2
           6 Eigenvalues asked for
          12 Eigenvalues calculated at step
          12 positive eigenfrequencies and eigenperiods sorted 
 Units, 2PI/s,              s 
           1  9.0237126E-02   69.62971    
           2  0.1042345       60.27932    
           3  0.1713922       36.65968    
           4  0.5909014       10.63322    
           5  0.5909996       10.63145    
           6  0.5963582       10.53593    
           7  0.5963621       10.53586    
           8  0.5964816       10.53375    
           9  0.5974237       10.51713    
          10   1.111316       5.653826    
          11   1.111494       5.652916    
          12   1.770966       3.547887    
 max stress level beams shape [MPa]           1  0.1866104    
 max stress level beams shape [MPa]           2  0.1139490    
 max stress level beams shape [MPa]           3  0.1666206    
 max stress level beams shape [MPa]           4  0.6813266    
 max stress level beams shape [MPa]           5  6.5964493E-03
 max stress level beams shape [MPa]           6  5.2880812E-03
 max stress level beams shape [MPa]           7  5.3135622E-03
 max stress level beams shape [MPa]           8  1.5229929E-02
 max stress level beams shape [MPa]           9  7.5764204E-03
 max stress level beams shape [MPa]          10   1.521416    
 max stress level beams shape [MPa]          11  1.4029049E-02
 max stress level beams shape [MPa]          12   3.281373    
  
 max stress level beams shape written to files [MPa]           1  0.1866104    
 max stress level beams shape written to files [MPa]           2  0.1139490    
 max stress level beams shape written to files [MPa]           3  0.1666206    
 max stress level beams shape written to files [MPa]           4  0.6813266    
 max stress level beams shape written to files [MPa]           5  6.5964493E-03
 max stress level beams shape written to files [MPa]           6  5.2880812E-03
              
 -Eigenvalues at step ---           3
           6 Eigenvalues asked for
          12 Eigenvalues calculated at step
          12 positive eigenfrequencies and eigenperiods sorted 
 Units, 2PI/s,              s 
           1  9.0486534E-02   69.43780    
           2  0.1042103       60.29332    
           3  0.1716399       36.60678    
           4  0.5725233       10.97455    
           5  0.5726195       10.97271    
           6  0.5963274       10.53647    
           7  0.5964674       10.53400    
           8  0.7259250       8.655420    
           9   1.077151       5.833150    
          10   1.077307       5.832304    
          11   1.106432       5.678781    
          12   1.716432       3.660609    
 max stress level beams shape [MPa]           1  0.1852018    
 max stress level beams shape [MPa]           2  0.1138518    
 max stress level beams shape [MPa]           3  0.1643443    
 max stress level beams shape [MPa]           4  0.6398885    
 max stress level beams shape [MPa]           5  6.2096184E-03
 max stress level beams shape [MPa]           6  9.0192147E-03
 max stress level beams shape [MPa]           7  5.2566901E-03
 max stress level beams shape [MPa]           8  1.6893083E-02
 max stress level beams shape [MPa]           9   1.315510    
 max stress level beams shape [MPa]          10  1.4412398E-02
 max stress level beams shape [MPa]          11  1.9593410E-02
 max stress level beams shape [MPa]          12   3.764275    
  
 max stress level beams shape written to files [MPa]           1  0.1852018    
 max stress level beams shape written to files [MPa]           2  0.1138518    
 max stress level beams shape written to files [MPa]           3  0.1643443    
 max stress level beams shape written to files [MPa]           4  0.6398885    
 max stress level beams shape written to files [MPa]           5  6.2096184E-03
 max stress level beams shape written to files [MPa]           6  9.0192147E-03
              
 -Eigenvalues at step ---           4
           6 Eigenvalues asked for
          12 Eigenvalues calculated at step
          12 positive eigenfrequencies and eigenperiods sorted 
 Units, 2PI/s,              s 
           1  9.1603011E-02   68.59148    
           2  0.1041389       60.33466    
           3  0.1730273       36.31326    
           4  0.5405869       11.62290    
           5  0.5406786       11.62092    
           6  0.5962672       10.53753    
           7  0.5964075       10.53505    
           8  0.7369676       8.525728    
           9   1.017740       6.173662    
          10   1.017990       6.172150    
          11   1.108559       5.667883    
          12   1.621628       3.874615    
 max stress level beams shape [MPa]           1  0.1858762    
 max stress level beams shape [MPa]           2  0.1136383    
 max stress level beams shape [MPa]           3  0.1618524    
 max stress level beams shape [MPa]           4  0.5707413    
 max stress level beams shape [MPa]           5  5.5532507E-03
 max stress level beams shape [MPa]           6  9.0075377E-03
 max stress level beams shape [MPa]           7  5.2358727E-03
 max stress level beams shape [MPa]           8  1.3802691E-02
 max stress level beams shape [MPa]           9  0.8914684    
 max stress level beams shape [MPa]          10  1.2398145E-02
 max stress level beams shape [MPa]          11  1.8115913E-02
 max stress level beams shape [MPa]          12   3.629181    
  
 max stress level beams shape written to files [MPa]           1  0.1858762    
 max stress level beams shape written to files [MPa]           2  0.1136383    
 max stress level beams shape written to files [MPa]           3  0.1618524    
 max stress level beams shape written to files [MPa]           4  0.5707413    
 max stress level beams shape written to files [MPa]           5  5.5532507E-03
 max stress level beams shape written to files [MPa]           6  9.0075377E-03
              
 -Eigenvalues at step ---           5
           6 Eigenvalues asked for
          12 Eigenvalues calculated at step
          12 positive eigenfrequencies and eigenperiods sorted 
 Units, 2PI/s,              s 
           1  9.5406197E-02   65.85721    
           2  0.1039992       60.41570    
           3  0.1781168       35.27564    
           4  0.4970080       12.64202    
           5  0.4970933       12.63985    
           6  0.5962308       10.53818    
           7  0.5963730       10.53566    
           8  0.7710156       8.149232    
           9  0.9365490       6.708870    
          10  0.9368401       6.706786    
          11   1.112095       5.649866    
          12   1.492171       4.210767    
 max stress level beams shape [MPa]           1  0.1976709    
 max stress level beams shape [MPa]           2  0.1132724    
 max stress level beams shape [MPa]           3  0.1637959    
 max stress level beams shape [MPa]           4  0.4828078    
 max stress level beams shape [MPa]           5  4.6936227E-03
 max stress level beams shape [MPa]           6  8.9981947E-03
 max stress level beams shape [MPa]           7  5.2353302E-03
 max stress level beams shape [MPa]           8  1.0522597E-02
 max stress level beams shape [MPa]           9  0.7386205    
 max stress level beams shape [MPa]          10  1.6193883E-02
 max stress level beams shape [MPa]          11  1.5150197E-02
 max stress level beams shape [MPa]          12   3.722863    
  
 max stress level beams shape written to files [MPa]           1  0.1976709    
 max stress level beams shape written to files [MPa]           2  0.1132724    
 max stress level beams shape written to files [MPa]           3  0.1637959    
 max stress level beams shape written to files [MPa]           4  0.4828078    
 max stress level beams shape written to files [MPa]           5  4.6936227E-03
 max stress level beams shape written to files [MPa]           6  8.9981947E-03
              
 -Eigenvalues at step ---           6
           6 Eigenvalues asked for
          12 Eigenvalues calculated at step
          12 positive eigenfrequencies and eigenperiods sorted 
 Units, 2PI/s,              s 
           1  9.6365035E-02   65.20192    
           2  0.1037688       60.54985    
           3  0.1794686       35.00995    
           4  0.4449669       14.12057    
           5  0.4450445       14.11811    
           6  0.5962521       10.53780    
           7  0.5963959       10.53526    
           8  0.8392321       7.486827    
           9  0.8394561       7.484828    
          10  0.8764417       7.168971    
          11   1.122045       5.599761    
          12   1.337580       4.697428    
 max stress level beams shape [MPa]           1  0.2010594    
 max stress level beams shape [MPa]           2  0.1126961    
 max stress level beams shape [MPa]           3  0.1646813    
 max stress level beams shape [MPa]           4  0.3870901    
 max stress level beams shape [MPa]           5  3.7881879E-03
 max stress level beams shape [MPa]           6  8.9627542E-03
 max stress level beams shape [MPa]           7  5.2352757E-03
 max stress level beams shape [MPa]           8   6.879804    
 max stress level beams shape [MPa]           9  8.4442645E-03
 max stress level beams shape [MPa]          10  1.7367598E-02
 max stress level beams shape [MPa]          11  1.7654819E-02
 max stress level beams shape [MPa]          12   4.572679    
  
 max stress level beams shape written to files [MPa]           1  0.2010594    
 max stress level beams shape written to files [MPa]           2  0.1126961    
 max stress level beams shape written to files [MPa]           3  0.1646813    
 max stress level beams shape written to files [MPa]           4  0.3870901    
 max stress level beams shape written to files [MPa]           5  3.7881879E-03
 max stress level beams shape written to files [MPa]           6  8.9627542E-03
              
 -Eigenvalues at step ---           7
           6 Eigenvalues asked for
          12 Eigenvalues calculated at step
          12 positive eigenfrequencies and eigenperiods sorted 
 Units, 2PI/s,              s 
           1  9.9538982E-02   63.12286    
           2  0.1034373       60.74392    
           3  0.1840501       34.13844    
           4  0.3879959       16.19395    
           5  0.3880653       16.19105    
           6  0.5963699       10.53572    
           7  0.5987638       10.49360    
           8  0.7327431       8.574881    
           9  0.7332472       8.568986    
          10   1.134488       5.538342    
          11   1.142548       5.499276    
          12   1.437448       4.371069    
 max stress level beams shape [MPa]           1  0.2224241    
 max stress level beams shape [MPa]           2  0.1119159    
 max stress level beams shape [MPa]           3  0.1770172    
 max stress level beams shape [MPa]           4  0.2942006    
 max stress level beams shape [MPa]           5  2.9471756E-03
 max stress level beams shape [MPa]           6  8.6501334E-03
 max stress level beams shape [MPa]           7  5.7106037E-03
 max stress level beams shape [MPa]           8  0.6562416    
 max stress level beams shape [MPa]           9  7.0320177E-03
 max stress level beams shape [MPa]          10   1.213743    
 max stress level beams shape [MPa]          11  1.0061634E-02
 max stress level beams shape [MPa]          12   1.087416    
  
 max stress level beams shape written to files [MPa]           1  0.2224241    
 max stress level beams shape written to files [MPa]           2  0.1119159    
 max stress level beams shape written to files [MPa]           3  0.1770172    
 max stress level beams shape written to files [MPa]           4  0.2942006    
 max stress level beams shape written to files [MPa]           5  2.9471756E-03
 max stress level beams shape written to files [MPa]           6  8.6501334E-03
              
 -Eigenvalues at step ---           8
           6 Eigenvalues asked for
          12 Eigenvalues calculated at step
          12 positive eigenfrequencies and eigenperiods sorted 
 Units, 2PI/s,              s 
           1  0.1029973       61.00339    
           2  0.1049766       59.85318    
           3  0.1921509       32.69922    
           4  0.3376169       18.61040    
           5  0.3376795       18.60695    
           6  0.6386653       9.837994    
           7  0.6387550       9.836613    
           8  0.9695049       6.480818    
           9  0.9719254       6.464679    
          10   1.166587       5.385953    
          11   1.194431       5.260400    
          12   1.517554       4.140337    
 max stress level beams shape [MPa]           1  0.1109280    
 max stress level beams shape [MPa]           2  0.2579907    
 max stress level beams shape [MPa]           3  0.1991812    
 max stress level beams shape [MPa]           4  0.2230903    
 max stress level beams shape [MPa]           5  2.2311667E-03
 max stress level beams shape [MPa]           6  0.5146024    
 max stress level beams shape [MPa]           7  4.8052035E-03
 max stress level beams shape [MPa]           8  0.9575388    
 max stress level beams shape [MPa]           9  7.9017794E-03
 max stress level beams shape [MPa]          10   1.133389    
 max stress level beams shape [MPa]          11  7.2906776E-03
 max stress level beams shape [MPa]          12  0.7352125    
  
 max stress level beams shape written to files [MPa]           1  0.1109280    
 max stress level beams shape written to files [MPa]           2  0.2579907    
 max stress level beams shape written to files [MPa]           3  0.1991812    
 max stress level beams shape written to files [MPa]           4  0.2230903    
 max stress level beams shape written to files [MPa]           5  2.2311667E-03
 max stress level beams shape written to files [MPa]           6  0.5146024    
              
 -Eigenvalues at step ---           9
           6 Eigenvalues asked for
          12 Eigenvalues calculated at step
          12 positive eigenfrequencies and eigenperiods sorted 
 Units, 2PI/s,              s 
           1  0.1024561       61.32563    
           2  0.1090195       57.63361    
           3  0.1986110       31.63563    
           4  0.2921689       21.50532    
           5  0.2922265       21.50108    
           6  0.5539247       11.34303    
           7  0.5540042       11.34140    
           8  0.8401790       7.478389    
           9  0.8422225       7.460244    
          10   1.012114       6.207983    
          11   1.036751       6.060460    
          12   1.313698       4.782823    
 max stress level beams shape [MPa]           1  0.1097333    
 max stress level beams shape [MPa]           2  0.2775342    
 max stress level beams shape [MPa]           3  0.2124943    
 max stress level beams shape [MPa]           4  0.1675858    
 max stress level beams shape [MPa]           5  1.7402419E-03
 max stress level beams shape [MPa]           6  0.3844991    
 max stress level beams shape [MPa]           7  3.6178192E-03
 max stress level beams shape [MPa]           8  0.7259969    
 max stress level beams shape [MPa]           9  5.8880085E-03
 max stress level beams shape [MPa]          10  0.8513734    
 max stress level beams shape [MPa]          11  5.4856064E-03
 max stress level beams shape [MPa]          12  0.5548742    
  
 max stress level beams shape written to files [MPa]           1  0.1097333    
 max stress level beams shape written to files [MPa]           2  0.2775342    
 max stress level beams shape written to files [MPa]           3  0.2124943    
 max stress level beams shape written to files [MPa]           4  0.1675858    
 max stress level beams shape written to files [MPa]           5  1.7402419E-03
 max stress level beams shape written to files [MPa]           6  0.3844991    
              
 -Eigenvalues at step ---          10
           6 Eigenvalues asked for
          12 Eigenvalues calculated at step
          12 positive eigenfrequencies and eigenperiods sorted 
 Units, 2PI/s,              s 
           1  0.1017883       61.72800    
           2  0.1125724       55.81460    
           3  0.2046529       30.70166    
           4  0.2586423       24.29296    
           5  0.2586988       24.28765    
           6  0.4916420       12.78000    
           7  0.4917136       12.77814    
           8  0.7449881       8.433940    
           9  0.7467220       8.414357    
          10  0.8988795       6.990019    
          11  0.9210580       6.821704    
          12   1.163992       5.397961    
 max stress level beams shape [MPa]           1  0.1082807    
 max stress level beams shape [MPa]           2  0.3423622    
 max stress level beams shape [MPa]           3  0.2632089    
 max stress level beams shape [MPa]           4  0.1634559    
 max stress level beams shape [MPa]           5  1.5560072E-03
 max stress level beams shape [MPa]           6  0.3006578    
 max stress level beams shape [MPa]           7  2.8517512E-03
 max stress level beams shape [MPa]           8  0.5790460    
 max stress level beams shape [MPa]           9  4.6340474E-03
 max stress level beams shape [MPa]          10  0.6752319    
 max stress level beams shape [MPa]          11  4.3257829E-03
 max stress level beams shape [MPa]          12  0.4526828    
  
 max stress level beams shape written to files [MPa]           1  0.1082807    
 max stress level beams shape written to files [MPa]           2  0.3423622    
 max stress level beams shape written to files [MPa]           3  0.2632089    
 max stress level beams shape written to files [MPa]           4  0.1634559    
 max stress level beams shape written to files [MPa]           5  1.5560072E-03
 max stress level beams shape written to files [MPa]           6  0.3006578    
 
 Output at step          11
 
 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      3   0.0000E+00   0.0000E+00   0.0000E+00    0.2400E+02
Component      4   0.0000E+00   0.0000E+00   0.0000E+00    0.1040E+02
Component      5   0.0000E+00   0.0000E+00   0.0000E+00    0.1700E+02
Component      6   0.0000E+00   0.0000E+00   0.0000E+00    0.2960E+02
Component      7   0.0000E+00   0.0000E+00   0.0000E+00    0.7000E+01
Component      8   0.3584E+04   0.0000E+00   0.4680E+03    0.4216E+03
Component      9   0.1495E+05   0.0000E+00   0.1953E+04    0.8216E+03
Component     10   0.4126E+03   0.0000E+00   0.3911E+03    0.2108E+03
Component     11   0.4126E+03   0.0000E+00   0.3911E+03    0.2108E+03
Component     12   0.4126E+03   0.0000E+00   0.3911E+03    0.2108E+03
Component     13   0.4126E+03   0.0000E+00   0.3911E+03    0.2108E+03
Component     14   0.4126E+03   0.0000E+00   0.3911E+03    0.2108E+03
Component     15   0.4126E+03   0.0000E+00   0.3911E+03    0.2108E+03
Component     16   0.4126E+03   0.0000E+00   0.3911E+03    0.2108E+03
Component     17   0.4126E+03   0.0000E+00   0.3911E+03    0.2108E+03
 
  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     18   0.2184E+05   0.0000E+00   0.5550E+04    0.1629E+05
            
 Mass centre beams and trusses 
     x         , y          , z 
   22.30000       7.750823      -1.215770    
            
 Mass centre beams only      
    x         , y          , z 
   22.30000       7.840929     -2.4858493E-02
            
            
              
 -Eigenvalues at step ---          11
           6 Eigenvalues asked for
          12 Eigenvalues calculated at step
          12 positive eigenfrequencies and eigenperiods sorted 
 Units, 2PI/s,              s 
           1  0.1009639       62.23199    
           2  0.1154458       54.42541    
           3  0.2098111       29.94687    
           4  0.2342374       26.82400    
           5  0.2343009       26.81673    
           6  0.4464853       14.07255    
           7  0.4465513       14.07047    
           8  0.6758220       9.297101    
           9  0.6773148       9.276610    
          10  0.8170905       7.689706    
          11  0.8374392       7.502855    
          12   1.055728       5.951521    
 max stress level beams shape [MPa]           1  0.1065029    
 max stress level beams shape [MPa]           2  0.4209554    
 max stress level beams shape [MPa]           3  0.3135338    
 max stress level beams shape [MPa]           4  0.2338333    
 max stress level beams shape [MPa]           5  1.7738651E-03
 max stress level beams shape [MPa]           6  0.2467686    
 max stress level beams shape [MPa]           7  2.4310385E-03
 max stress level beams shape [MPa]           8  0.4843935    
 max stress level beams shape [MPa]           9  3.7817578E-03
 max stress level beams shape [MPa]          10  0.5620434    
 max stress level beams shape [MPa]          11  3.9801318E-03
 max stress level beams shape [MPa]          12  0.3904027    
  
 max stress level beams shape written to files [MPa]           1  0.1065029    
 max stress level beams shape written to files [MPa]           2  0.4209554    
 max stress level beams shape written to files [MPa]           3  0.3135338    
 max stress level beams shape written to files [MPa]           4  0.2338333    
 max stress level beams shape written to files [MPa]           5  1.7738651E-03
 max stress level beams shape written to files [MPa]           6  0.2467686    
 
 
 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]
 
