




                            STABILITY - Title Page

                           Thu Jan  8 12:41:36 2004

                                    VELEIRO




                              General Information

          Designer ..........................     ALEX_E_RODRIGO
          Design Number .....................     0
          Contract Number ...................     0
          Owner .............................     0
          Builder ...........................     0



                                  Dimensions

          Length Overall ....................         11.920 m
          Length on Waterline ...............         10.000 m
          Length Between Perpendiculars .....         10.000 m
          Distance to Amidships .............          4.000 m
          Beam ..............................          3.720 m
          Depth .............................          1.820 m
          Draft .............................          0.560 m
          Trim ..............................          0.000 m



                                    Options

          Include Hull ......................            Yes

          Hog Distance ......................          0.000 m

          Wave Type .........................           None
          Wave Start ........................          0.000 m
          Wave Height .......................          0.000 m
          Wave Length .......................          0.000 m

          Water Density .....................         1.0252 ton/m^3



                      Cross Curves of Statical Stability

                           Thu Jan  8 12:42:00 2004

                                    VELEIRO


                                Design Condition

              WLDist:       0.554  m              LCG:     4.761  m
                Trim:       0.018  m              TCG:     0.000  m
        Displacement:       6.950 tons            VCG:     0.560  m


                           Heel Angle: 0.0000    

Displacement    Righting       Righting          LCB         TCB         VCB
                 Arm*          Moment*
   (tons)        ( m)         ( m-tons)         ( m)        ( m)        ( m)

       1.000      0.0000            0.00         4.758       0.000       0.141
       4.555      0.0000            0.00         4.761       0.000       0.288
       8.282      0.0000            0.00         4.760       0.000       0.395
      12.163      0.0000            0.00         4.759       0.000       0.490
      15.758      0.0000            0.00         4.758       0.000       0.570
      19.563      0.0000            0.00         4.758       0.000       0.650
      23.350      0.0000            0.00         4.758       0.000       0.726
      27.109      0.0000            0.00         4.759       0.000       0.798
      30.833      0.0000            0.00         4.759       0.000       0.868
      34.565      0.0000            0.00         4.759       0.000       0.936
      40.000      0.0000            0.00         4.758       0.000       1.040




                      Cross Curves of Statical Stability

                           Thu Jan  8 12:42:00 2004

                                    VELEIRO


                                Design Condition

              WLDist:       0.554  m              LCG:     4.761  m
                Trim:       0.018  m              TCG:     0.000  m
        Displacement:       6.950 tons            VCG:     0.560  m


                           Heel Angle: 15.0000   

Displacement    Righting       Righting          LCB         TCB         VCB
                 Arm*          Moment*
   (tons)        ( m)         ( m-tons)         ( m)        ( m)        ( m)

       1.001      0.5503            0.55         4.760       0.661       0.219
       4.572      0.4391            2.01         4.761       0.510       0.354
       8.063      0.3852            3.11         4.759       0.430       0.445
      11.926      0.3509            4.18         4.759       0.370       0.533
      15.742      0.3298            5.19         4.759       0.327       0.613
      19.445      0.3160            6.15         4.759       0.293       0.686
      22.990      0.3083            7.09         4.759       0.267       0.754
      26.690      0.3040            8.11         4.759       0.244       0.823
      30.346      0.2994            9.09         4.759       0.222       0.888
      34.085      0.2786            9.50         4.758       0.184       0.950
      39.997      0.1765            7.06         4.758       0.042       1.045




                      Cross Curves of Statical Stability

                           Thu Jan  8 12:42:00 2004

                                    VELEIRO


                                Design Condition

              WLDist:       0.554  m              LCG:     4.761  m
                Trim:       0.018  m              TCG:     0.000  m
        Displacement:       6.950 tons            VCG:     0.560  m


                           Heel Angle: 30.0000   

Displacement    Righting       Righting          LCB         TCB         VCB
                 Arm*          Moment*
   (tons)        ( m)         ( m-tons)         ( m)        ( m)        ( m)

       1.000      0.8115            0.81         4.762       1.046       0.372
       4.438      0.7153            3.17         4.761       0.865       0.492
       7.890      0.6725            5.31         4.758       0.767       0.577
      11.634      0.6450            7.50         4.758       0.689       0.656
      15.224      0.6261            9.53         4.757       0.628       0.724
      18.646      0.6086           11.35         4.757       0.574       0.783
      21.918      0.5832           12.78         4.758       0.516       0.832
      25.164      0.5505           13.85         4.758       0.454       0.874
      28.492      0.5101           14.53         4.760       0.384       0.914
      36.318      0.3887           14.12         4.757       0.193       1.002
      39.998      0.3476           13.90         4.757       0.058       1.052




                      Cross Curves of Statical Stability

                           Thu Jan  8 12:42:00 2004

                                    VELEIRO


                                Design Condition

              WLDist:       0.554  m              LCG:     4.761  m
                Trim:       0.018  m              TCG:     0.000  m
        Displacement:       6.950 tons            VCG:     0.560  m


                           Heel Angle: 45.0000   

Displacement    Righting       Righting          LCB         TCB         VCB
                 Arm*          Moment*
   (tons)        ( m)         ( m-tons)         ( m)        ( m)        ( m)

       1.000      0.8768            0.88         4.760       1.262       0.539
       4.507      0.8720            3.93         4.760       1.110       0.684
       7.865      0.8588            6.75         4.761       1.011       0.764
      11.404      0.8316            9.48         4.760       0.917       0.820
      14.494      0.7974           11.56         4.765       0.833       0.855
      18.943      0.7395           14.01         4.764       0.712       0.895
      22.037      0.6953           15.32         4.764       0.626       0.917
      24.976      0.6513           16.27         4.759       0.544       0.937
      28.120      0.6030           16.96         4.759       0.456       0.957
      35.071      0.4938           17.32         4.757       0.252       1.006
      40.000      0.5045           20.18         4.757       0.066       1.065




                      Cross Curves of Statical Stability

                           Thu Jan  8 12:42:00 2004

                                    VELEIRO


                                Design Condition

              WLDist:       0.554  m              LCG:     4.761  m
                Trim:       0.018  m              TCG:     0.000  m
        Displacement:       6.950 tons            VCG:     0.560  m


                           Heel Angle: 60.0000   

Displacement    Righting       Righting          LCB         TCB         VCB
                 Arm*          Moment*
   (tons)        ( m)         ( m-tons)         ( m)        ( m)        ( m)

       1.000      0.8994            0.90         4.761       1.438       0.772
       4.464      0.9368            4.18         4.761       1.283       0.904
       7.983      0.9000            7.18         4.762       1.145       0.941
      11.646      0.8456            9.85         4.764       1.012       0.954
      14.294      0.8067           11.53         4.760       0.922       0.960
      18.599      0.7459           13.87         4.760       0.783       0.970
      22.045      0.6994           15.42         4.761       0.674       0.979
      25.566      0.6530           16.70         4.762       0.565       0.988
      28.934      0.6097           17.64         4.760       0.460       0.999
      32.581      0.5637           18.37         4.758       0.346       1.012
      40.000      0.5045           20.18         4.757       0.066       1.065




                      Cross Curves of Statical Stability

                           Thu Jan  8 12:42:00 2004

                                    VELEIRO


                                Design Condition

              WLDist:       0.554  m              LCG:     4.761  m
                Trim:       0.018  m              TCG:     0.000  m
        Displacement:       6.950 tons            VCG:     0.560  m


                           Heel Angle: 75.0000   

Displacement    Righting       Righting          LCB         TCB         VCB
                 Arm*          Moment*
   (tons)        ( m)         ( m-tons)         ( m)        ( m)        ( m)

       1.000      0.9370            0.94         4.762       1.580       1.118
       4.565      0.8473            3.87         4.763       1.353       1.087
       7.674      0.7951            6.10         4.765       1.211       1.070
      11.466      0.7456            8.55         4.763       1.061       1.055
      14.515      0.7093           10.30         4.763       0.950       1.045
      18.731      0.6632           12.42         4.758       0.805       1.034
      22.255      0.6295           14.01         4.761       0.689       1.029
      26.068      0.5973           15.57         4.763       0.566       1.028
      29.877      0.5684           16.98         4.759       0.443       1.031
      35.198      0.5314           18.70         4.757       0.267       1.040
      40.000      0.5045           20.18         4.757       0.066       1.065




                      Cross Curves of Statical Stability

                           Thu Jan  8 12:42:00 2004

                                    VELEIRO


                                Design Condition

              WLDist:       0.554  m              LCG:     4.761  m
                Trim:       0.018  m              TCG:     0.000  m
        Displacement:       6.950 tons            VCG:     0.560  m


                           Heel Angle: 90.0000   

Displacement    Righting       Righting          LCB         TCB         VCB
                 Arm*          Moment*
   (tons)        ( m)         ( m-tons)         ( m)        ( m)        ( m)

       1.000      0.8030            0.80         4.763       1.614       1.363
       4.531      0.6615            3.00         4.760       1.375       1.221
       8.107      0.6069            4.92         4.757       1.207       1.167
      11.502      0.5737            6.60         4.759       1.070       1.134
      14.805      0.5511            8.16         4.756       0.949       1.111
      17.968      0.5333            9.58         4.762       0.838       1.093
      21.179      0.5188           10.99         4.759       0.730       1.079
      24.807      0.5069           12.58         4.761       0.611       1.067
      28.615      0.4997           14.30         4.761       0.488       1.060
      32.780      0.4967           16.28         4.757       0.351       1.057
      40.000      0.5045           20.18         4.757       0.066       1.065




                      Cross Curves of Statical Stability

                           Thu Jan  8 12:42:00 2004

                                    VELEIRO


                                Design Condition

              WLDist:       0.554  m              LCG:     4.761  m
                Trim:       0.018  m              TCG:     0.000  m
        Displacement:       6.950 tons            VCG:     0.560  m


                           Heel Angle: 105.0000  

Displacement    Righting       Righting          LCB         TCB         VCB
                 Arm*          Moment*
   (tons)        ( m)         ( m-tons)         ( m)        ( m)        ( m)

       1.000      0.5173            0.52         4.758       1.601       1.505
       4.543      0.8477            3.85         4.763       1.355       1.087
       7.982      0.7908            6.31         4.759       1.198       1.068
      11.271      0.7480            8.43         4.763       1.068       1.056
      14.379      0.7109           10.22         4.763       0.955       1.046
      18.862      0.6619           12.48         4.759       0.800       1.034
      21.203      0.6391           13.55         4.760       0.723       1.030
      25.010      0.6059           15.15         4.761       0.600       1.028
      29.037      0.5745           16.68         4.760       0.470       1.030
      34.155      0.5383           18.39         4.756       0.303       1.038
      40.000      0.5045           20.18         4.757       0.066       1.065

