




                            STABILITY - Title Page

                           Thu Jan  8 12:40:34 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



                         Stability Righting Arm Curve

                           Thu Jan  8 12:40:36 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  Righting  Displacement     Righting        LCB       TCB       VCB
               Arm                      Moment
               ( m)      (tons)        ( m-tons)      ( m)      ( m)      ( m)

    0.000    0.0000         6.950           0.00      4.761     0.000     0.359
   15.000    0.3984         6.950           2.77      4.765     0.451     0.417
   30.000    0.6814         6.949           4.74      4.763     0.790     0.555
   45.000    0.8630         6.951           6.00      4.763     1.036     0.745
   60.000    0.9135         6.950           6.35      4.765     1.184     0.934
   75.000    0.8059         6.950           5.60      4.763     1.242     1.073
   90.000    0.6209         6.949           4.31      4.764     1.257     1.181
  105.000    0.3825         6.954           2.66      4.761     1.246     1.275



                  Balance Condition and Downflooding of Sheer

  Heel   Draft    Trim    A       B       C       D      Dist. at X-Loc.
   0.0   0.554   0.018  0.0018  0.0000  1.0000  -0.561 10000.000   0.000
  15.0   0.509  -0.036 -0.0035 -0.2588  0.9659  -0.478 10000.000   0.000
  30.0   0.350  -0.229 -0.0198 -0.5000  0.8658  -0.223 10000.000   0.000
  45.0   0.009  -0.577 -0.0407 -0.7071  0.7059   0.156 10000.000   0.000
  60.0  -0.699  -1.216 -0.0604 -0.8660  0.4963   0.589 10000.000   0.000
  75.0  -2.822  -2.919 -0.0725 -0.9659  0.2484   0.991 10000.000   0.000
  90.0                 -0.0765 -1.0000  0.0000   1.306 10000.000   0.000
 105.0   5.026   2.994 -0.0742 -0.9659 -0.2479   1.543 10000.000   0.000



                  Areas Under Righting and Heeling Arm Curves

                           Thu Jan  8 12:40:36 2004

                                    VELEIRO




       Heel   GMTcorr   GMLcorr      RA       Area
    1   0.0     1.707    16.582     0.000     0.000 RAMin
    2  15.0     1.477    14.830     0.398     2.988
    3  30.0     1.291    14.637     0.681    11.281
    4  45.0     1.438    14.130     0.863    22.990
    5  57.0     1.156    12.790     0.919    33.780 RAMax
    6  60.0     1.105    12.479     0.913    36.529
    7  75.0     0.989    11.656     0.806    49.563
    8  90.0     1.016    12.336     0.621    60.351
    9 105.0     1.076    12.734     0.383    67.877
