 Licence no:           -1   Internal Aquastructures
 Expirydate           1           2        2024
 AquaSim solver version 2023-12-08, beta track
 Not for use commercially, BETA version
 Option for manually calculating inner surface
 Less horzontal volume-stiffness in case normals are manually verified 
 No-compression implemented for membrane type 2 (diamond shaped mesh) #1703
 Turbine functionality included #1706 
 damping coefficients included for beams with lift.  #TRAC #1711 
 Functionality for delta on contact components #TRAC #1625 both surface and line
 -line 
 Functionality for for wind on hexagonal nets adjusted #TRAC #1712 
 Wind general for Morison freeplate #TRAC #1713 
 Wind general for Beams #TRAC #1713 
 Displaced - spring - daming, adjusted #TRAC #1710 
 Linebreak option with max load #TRAC #1704 
 Change label rotational velocity from DEG/s to RPM #TRAC #1726 
 Writeout of several parameteres turbine blades  
 Parameters for quick-design of wind turbines  
 Start-velocity for blade, easy-pitch.  
 Bug i utskrift til key-fil p 2D volum.   
 Adjustment handling update of rotations for avoid singularities 
 For akselerasjoner skrives n ut gjennomsnitt av naavaerende og dette tidsskrit
 t # 1747 
 For akselerasjoner og fart skrives n ut i lokale koordinater der det er satt #
  1747 
 Velocity and acceleration is written as average of two timesteps consistent wit
 h Newmark-Beta # 1747 
 Unification weight and buoyancy units 
 A more general description for current flow acting og stuctures # 1749 
 One more line introduced for windmills to input
 Nonlinear twines net introduced  #1764 
 Option no buoyancy axial direction #1768
 Ugrading bow/end function for use with vertical  elements #1772
 Transfer routine for communication to ROSCO via  PYTON #1774
 Adjustments to tangential stiffness  #1764 
 Damping beams and extra possibility turbines  #1777 
 Implementing type 9 nodeload and setting names #1780 
 Wind / current reduction behind beams updated #1689 
 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  -0.4670E+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]                                     159328.45356
 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]                                          14094987.42402
Diffac = Weight/Bouancy of all elements                      1.01130
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     -3.4128426E-08  -1.226004    
            
 Mass centre beams only      
    x         , y          , z 
   22.30000     -3.4564245E-08 -2.1271743E-02
            
            
 
 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       7.750825      -1.215767    
            
 Mass centre beams only      
    x         , y          , z 
   22.30000       7.840930     -2.4855481E-02
            
            
 
 
 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]
 
