**National Oceanic and Atmospheric Administration**

**40-Day Endurance Fisheries Research Vessel**

**FRV40-1**

**Stability Analysis**

**DWG. NO. FRV40 802-00009**

Prepared by:

Maritime Administration

May 26, 2000

This Guidance Document illustrates

design features of the ship, but does

not depict, nor is it intended that it

depict, all features and details of the

systems and structures to which it relates.

[Table of Contents]{.underline}

1.  Intact Stability Analysis

    a.  Summary 1

    b.  Weather Criterion 1

    c.  Righting Energy Criteria 5

    d.  Lifting 12

    e.  Towing 21

2.  Damage Stability Analysis

    a.  Summary 23

    b.  Damage Characteristics 23

    c.  Results 24

    d.  Effect of Dumping Roll Stabilization Tank 25

    e.  Effect of Trim 26

    f.  Compartment Descriptions 27

    g.  Damage Condition Summaries (No Trim) 29

    h.  Damage Condition Summaries (with Trim) 46

    i.  Damage Condition D-4 53

    j.  Damage Condition F-1 56

3.  Capacities

    a.  Tank Capacity Summary 59

    b.  Salt Water Ballast Tanks 60

    c.  Diesel Oil Tanks 66

    d.  Fresh Water Tanks 72

    e.  Sewage Tank 73

    f.  Stores 74

4.  Loading Conditions

    a.  Summary 75

    b.  Maximum Allowable KG 76

    c.  Lightship Weight 76

    d.  Loading Conditions without Icing 77

    e.  Loading Conditions with Icing 93

> Appendices
>
> A. SHCP Offsets 109
>
> B. Hydrostatics 129

1.a. Summary

Intact stability of the FRV40 was evaluated per the USCG Weather
Criterion of 46 CRF170.170, the USCG requirements for vessels of unusual
form of 46 CFR 170.173 (energy) and the towline criteria of 46 CFR
173.095. Although the USCG lifting requirements of 46 CFR 173 are not
applicable (the maximum heeling moment is below the threshold level) the
maximum allowable KG to meet the criteria of 46 CFR 173.020(c) has been
imposed as a design requirement.

The hull form and offsets used for this analysis are discussed in
Appendix A. This analysis used the General Arrangement of the FRV40-1,
drawing number FRV40 802-00004, to define the extent and nature of the
superstructure. It is assumed that all openings will be fitted with
appropriate closures and that downflooding is not an issue.

For each criteria curves of maximum allowable virtual KG versus draft
were developed for the range of expected operating drafts. The results
are summarized in the following table.

  ------------ -------------- -------------- -------------- --------------
               Maximum                                      
               Allowable KG,                                
               m                                            

  Draft, m     Weather        Energy         Lifting        Towing

  5.20         7.33           7.43           7.30           7.72

  5.40         7.51           7.49           7.43           7.83

  5.60         7.67           7.54           7.57           7.95

  5.80         7.77           7.58           7.62           7.99

  6.00         7.82           7.57           7.64           8.01

  6.20         7.86           7.39           7.65           8.00
  ------------ -------------- -------------- -------------- --------------

The overall limiting criteria was the energy criteria of 46 CFR 170.173
for the range of operating drafts.

1.b. Weather Criterion

The Weather Criterion of 46 CFR 170.170 was evaluated to obtain minimum
required values for GM. Once determined the GMs were converted to values
of maximum allowable KGs. The calculation was made for service on
exposed waters.

The wind and underwater profile areas and centers were determined for
the design draft of 5.90 meters using AutoCad and the General
Arrangement drawing for FRV40-1. Areas and centers for other drafts were
determined by taking differences from those of the design draft.

The Length between perpendiculars was taken as the waterline length at
the deepest operating draft in accordance with 46 CFR 170.055(I)(1). The
deepest operating draft is taken as the scantling draft of 6.2 m. At
this draft the waterline length is 60.93 m.

P = .055 + (L/1309)^2^ tons/m^2^ for ocean service

P = 0.05717

The calculations are summarized in the following pages.

  --------------- ---------- ---------- ---------- ------------ ----------- ---------- ------------ ---------- ----------
  **Calculation                                                                                                
  of Weather                                                                                                   
  Criterion for                                                                                                
  GM per 46 CFR                                                                                                
  170.170**                                                                                                    

                                                   Wind Area                           Underwater              

  Draft, m        Del wl     Del Area   y of darea A,m2         y abv bl    y abv wl   A,m2         y abv bl   y below wl

  5.00            0.90       53.73      5.45       686.44       11.44       6.44       238.39       2.56       2.44

  5.10            0.80       47.84      5.50       680.55       11.50       6.40       244.28       2.66       2.44

  5.20            0.70       41.93      5.55       674.64       11.55       6.35       250.19       2.75       2.45

  5.30            0.60       36.00      5.60       668.71       11.61       6.31       256.12       2.84       2.46

  5.40            0.50       30.05      5.65       662.76       11.66       6.26       262.07       2.93       2.47

  5.50            0.40       23.88      5.70       656.59       11.72       6.22       268.24       3.01       2.49

  5.60            0.30       18.06      5.75       650.77       11.78       6.18       274.06       3.08       2.52

  5.70            0.20       12.06      5.80       644.77       11.83       6.13       280.06       3.15       2.55

  5.80            0.10       6.03       5.85       638.74       11.89       6.09       286.09       3.21       2.59

  **5.90**        **0.00**   **0.00**   **5.90**   **632.71**   **11.95**   **6.05**   **292.12**   **3.27**   **2.63**

  6.00            -0.10      -6.03      5.95       626.68       12.01       6.01       298.15       3.33       2.67

  6.10            -0.20      -12.06     6.00       620.65       12.07       5.97       304.18       3.38       2.72

  6.20            -0.30      -18.09     6.05       614.62       12.12       5.92       310.21       3.42       2.78

  6.30            -0.40      -24.12     6.10       608.59       12.18       5.88       316.24       3.47       2.83

  6.40            -0.50      -30.15     6.15       602.56       12.24       5.84       322.27       3.51       2.89

                                                                                                               

  P               0.05717                                                                                      

  Above 5.9 m wl:                       Below 5.9                                                              
                                        m wl:                                                                  

  Area =          632.71     Area =     292.12                                                                 

  vcg =           11.95      vcg =      3.27                                                                   

                                                                                                               
  --------------- ---------- ---------- ---------- ------------ ----------- ---------- ------------ ---------- ----------

  --------------- ---------- ------------ ----------- ----------- ---------- ---------- -- ------------
  **Calculation                                                                            
  of Weather                                                                               
  Criterion for                                                                            
  GM per 46 CFR                                                                            
  170.170**                                                                                

                                                                                           Wind moment
                                                                                           per 46 CFR
                                                                                           171.080

  Draft, m        H,m        W, mt        tan(T)      GM, m       KM, m      KG, m         mt-m

  5.00            8.89       1830.0       0.249       0.765       7.94       7.17          74.66

  5.10            8.84       1889.5       0.249       0.731       7.99       7.26          73.63

  5.20            8.80       1951.6       0.249       0.698       8.03       7.33          72.66

  5.30            8.77       2015.1       0.249       0.668       8.08       7.41          71.74

  5.40            8.74       2081.1       0.249       0.639       8.15       7.51          70.88

  5.50            8.72       2149.9       0.249       0.611       8.22       7.61          70.04

  5.60            8.70       2221.0       0.249       0.585       8.26       7.67          69.30

  5.70            8.69       2293.1       0.249       0.561       8.29       7.73          68.57

  5.80            8.68       2366.1       0.249       0.538       8.31       7.77          67.88

  **5.90**        **8.68**   **2439.5**   **0.249**   **0.517**   **8.32**   **7.80**      **67.22**

  6.00            8.68       2513.7       0.249       0.497       8.32       7.82          66.60

  6.10            8.69       2588.4       0.249       0.478       8.32       7.84          66.01

  6.20            8.70       2663.6       0.249       0.461       8.32       7.86          65.44

  6.30            8.71       2739.2       0.249       0.444       8.31       7.87          64.90

  6.40            8.73       2815.2       0.249       0.429       8.31       7.88          64.38
  --------------- ---------- ------------ ----------- ----------- ---------- ---------- -- ------------

1.c. Energy Criteria

The FRV40 was evaluated based on the Criterion for vessels of unusual
proportion and form found in 46 CFR 170.173. This is a righting energy
bases criterion that is applicable to mechanically powered vessels under
100 meters in length, per 46 CFR 170.170(d).

In making the calculation the buoyancy of the superstructure up to the
01 level (11.4 m above baseline) aft to frame 58 was included. The wet
laboratory / fish laboratory aft of frames 58 was not included. In
modeling the superstructure the starboard side was used, since this side
contains less buoyant volume than the port side.

At drafts less than 5.95 meters, the maximum allowable KG was limited by
the requirement for a righting arm of at least 0.20 meters at a heel
angle of 30 degrees (or greater). At deeper drafts the allowable KG was
limited by the requirement that the maximum righting arm occur at a heel
angle of 25 degrees or greater.

The energy criterion calculations are given on the following pages.

Energy 46 CFR 170.173

  ------------------------------ -------- ----------- ------------ --------------
  Draft, m                       5.2                               

  Trim, m                        0.0                               

                                                                   

  Reqs of 46 CFR 170.173(2)(b)            Required    Actual       

  \(1\) initial GM, m                     0.150       **0.588**    

  \(2\) GZ at 30 degrees                  0.200       **0.200**    **Limiting**

  \(3\) Angle of max GZ                   25.000      **34.000**   

  \(4\) Area 0-30                         3.150       **3.591**    

  \(5\) Area 0-40                         5.150       **5.616**    

  \(6\) Area 30-40                        1.720       **2.025**    

                                                                   

  Pole height, m =                        7.500                    

  Delta KG, m=                                        **0.072**    

  Actual KG, m =                                      **7.428**    

                                                                   

                                 Angle    GZ                       Area

                                 0        0           0.000        0.000

                                 2        0.018       0.021        0.021

                                 4        0.036       0.041        0.082

                                 6        0.052       0.060        0.183

                                 8        0.068       0.078        0.320

                                 10       0.082       0.095        0.493

                                 12       0.095       0.110        0.697

                                 14       0.107       0.124        0.932

                                 16       0.117       0.137        1.193

                                 18       0.126       0.148        1.478

                                 20       0.134       0.159        1.785

                                 22       0.141       0.168        2.111

                                 24       0.147       0.176        2.456

                                 26       0.154       0.186        2.817

                                 28       0.16        0.194        3.197

                                 **30**   **0.164**   **0.200**    **3.591**

                                 32       0.165       0.203        3.994

                                 34       0.164       0.204        4.401

                                 36       0.16        0.202        4.808

                                 38       0.157       0.201        5.211

                                 40       0.157       0.203        5.616

                                 42       0.163       0.211        6.030

                                 44       0.172       0.222        6.464

                                 46       0.167       0.219        6.904

                                 48       0.158       0.212        7.335

                                 50       0.141       0.196        7.742

                                 52       0.118       0.175        8.113

                                 54       0.089       0.147        8.435

                                 56       0.054       0.114        8.696

                                 58       0.015       0.076        8.886
  ------------------------------ -------- ----------- ------------ --------------

Energy 46 CFR 170.173

  ------------------------------ -------- ----------- ------------ --------------
  Draft, m                       5.4                               

  Trim, m                        0.0                               

                                                                   

  Reqs of 46 CFR 170.173(2)(b)            Required    Actual       

  \(1\) initial GM, m                     0.150       **0.644**    

  \(2\) GZ at 30 degrees                  0.200       **0.200**    **Limiting**

  \(3\) Angle of max GZ                   25.000      **31.000**   

  \(4\) Area 0-30                         3.150       **3.662**    

  \(5\) Area 0-40                         5.150       **5.617**    

  \(6\) Area 30-40                        1.720       **1.954**    

                                                                   

  Pole height, m =                        7.500                    

  Delta KG, m=                                        **0.014**    

  Actual KG, m =                                      **7.486**    

                                                                   

                                 Angle    GZ                       Area

                                 0        0           0.000        0.000

                                 2        0.022       0.022        0.022

                                 4        0.043       0.044        0.089

                                 6        0.063       0.064        0.197

                                 8        0.08        0.082        0.344

                                 10       0.096       0.098        0.524

                                 12       0.11        0.113        0.736

                                 14       0.123       0.126        0.975

                                 16       0.135       0.139        1.240

                                 18       0.145       0.149        1.528

                                 20       0.155       0.160        1.837

                                 22       0.164       0.169        2.166

                                 24       0.173       0.179        2.514

                                 26       0.182       0.188        2.881

                                 28       0.19        0.197        3.266

                                 **30**   **0.193**   **0.200**    **3.662**

                                 32       0.193       0.200        4.063

                                 34       0.191       0.199        4.462

                                 36       0.186       0.194        4.855

                                 38       0.181       0.190        5.239

                                 40       0.179       0.188        5.617

                                 42       0.178       0.187        5.992

                                 44       0.17        0.180        6.359

                                 46       0.154       0.164        6.703

                                 50       0.113       0.124        6.991

                                 52       0.081       0.092        7.206

                                 54       0.047       0.058        7.357

                                 56       0.006       0.018        7.433

                                 58       -0.039      -0.027       7.423

                                 56       -0.041      -0.029       7.367

                                 58       -0.082      -0.070       7.267
  ------------------------------ -------- ----------- ------------ --------------

Energy 46 CFR 170.173

  ------------------------------ -------- ----------- ------------ --------------
  Draft, m                       5.6                               

  Trim, m                        0.0                               

                                                                   

  Reqs of 46 CFR 170.173(2)(b)            Required    Actual       

  \(1\) initial GM, m                     0.150       **0.701**    

  \(2\) GZ at 30 degrees                  0.200       **0.200**    **Limiting**

  \(3\) Angle of max GZ                   25.000      **29.000**   

  \(4\) Area 0-30                         3.150       **3.824**    

  \(5\) Area 0-40                         5.150       **5.675**    

  \(6\) Area 30-40                        1.720       **1.851**    

                                                                   

  Pole height, m =                        7.500                    

  Delta KG, m=                                        **-0.044**   

  Actual KG, m =                                      **7.544**    

                                                                   

                                 Angle    GZ                       Area

                                 0        0           0.000        0.000

                                 2        0.026       0.024        0.024

                                 4        0.051       0.048        0.097

                                 6        0.074       0.069        0.214

                                 8        0.094       0.088        0.371

                                 10       0.112       0.104        0.564

                                 12       0.128       0.119        0.787

                                 14       0.143       0.132        1.038

                                 16       0.157       0.145        1.315

                                 18       0.17        0.156        1.617

                                 20       0.181       0.166        1.939

                                 22       0.193       0.177        2.281

                                 24       0.205       0.187        2.645

                                 26       0.215       0.196        3.028

                                 28       0.221       0.200        3.424

                                 **30**   **0.222**   **0.200**    **3.824**

                                 32       0.22        0.197        4.221

                                 34       0.214       0.189        4.607

                                 36       0.207       0.181        4.978

                                 38       0.201       0.174        5.333

                                 40       0.197       0.169        5.675

                                 42       0.187       0.158        6.002

                                 44       0.169       0.138        6.298

                                 46       0.145       0.113        6.549

                                 50       0.079       0.045        6.708

                                 52       0.038       0.003        6.757

                                 54       -0.007      -0.043       6.717

                                 56       -0.049      -0.085       6.589

                                 58       -0.099      -0.136       6.368

                                 58       -0.158      -0.195       6.036
  ------------------------------ -------- ----------- ------------ --------------

Energy 46 CFR 170.173

  ------------------------------ -------- ---------- ------------ --------------
  Draft, m                       5.8                              

  Trim, m                        0.0                              

                                                                  

  Reqs of 46 CFR 170.173(2)(b)            Required   Actual       

  \(1\) initial GM, m                     0.150      **0.722**    

  \(2\) GZ at 30 degrees                  0.200      **0.200**    **Limiting**

  \(3\) Angle of max GZ                   25.000     **26.000**   

  \(4\) Area 0-30                         3.150      **4.052**    

  \(5\) Area 0-40                         5.150      **5.812**    

  \(6\) Area 30-40                        1.720      **1.760**    

                                                                  

  Pole height, m =                        7.500                   

  Delta KG, m=                                       **-0.080**   

  Actual KG, m =                                     **7.580**    

                                                                  

                                 Angle    GZ                      Area

                                 0        0          0.000        0.000

                                 2        0.028      0.025        0.025

                                 4        0.055      0.049        0.100

                                 6        0.081      0.073        0.222

                                 8        0.104      0.093        0.387

                                 10       0.124      0.110        0.590

                                 12       0.143      0.126        0.827

                                 14       0.161      0.142        1.095

                                 16       0.177      0.155        1.391

                                 18       0.192      0.167        1.714

                                 20       0.207      0.180        2.061

                                 22       0.221      0.191        2.431

                                 24       0.234      0.201        2.824

                                 26       0.242      0.207        3.232

                                 28       0.244      0.206        3.646

                                 **30**   **0.24**   **0.200**    **4.052**

                                 32       0.234      0.192        4.444

                                 34       0.226      0.181        4.816

                                 36       0.217      0.170        5.168

                                 38       0.211      0.162        5.499

                                 40       0.202      0.151        5.812

                                 42       0.185      0.131        6.094

                                 44       0.16       0.104        6.330

                                 46       0.13       0.072        6.507

                                 48       0.092      0.033        6.612

                                 50       0.049      -0.012       6.632

                                 52       0          -0.063       6.557

                                 54       -0.05      -0.115       6.379

                                 56       -0.103     -0.169       6.095

                                 58       -0.158     -0.226       5.700
  ------------------------------ -------- ---------- ------------ --------------

Energy 46 CFR 170.173

  ------------------------------ -------- ----------- ------------ -----------
  Draft, m                       6.0                               

  Trim, m                        0.0                               

                                                                   

  Reqs of 46 CFR 170.173(2)(b)            Required    Actual       

  \(1\) initial GM, m                     0.150       **0.762**    

  \(2\) GZ at 30 degrees                  0.200       **0.211**    

  \(3\) Angle of max GZ                   25.000      **25.000**   Limiting

  \(4\) Area 0-30                         3.150       **4.465**    

  \(5\) Area 0-40                         5.150       **6.269**    

  \(6\) Area 30-40                        1.720       **1.804**    

                                                                   

  Pole height, m =                        7.500                    

  Delta KG, m=                                        **-0.069**   

  Actual KG, m =                                      **7.569**    

                                                                   

                                 Angle    GZ                       Area

                                 0        0           0.000        0.000

                                 2        0.029       0.027        0.027

                                 4        0.057       0.052        0.105

                                 6        0.083       0.076        0.233

                                 8        0.109       0.099        0.409

                                 10       0.133       0.121        0.629

                                 12       0.154       0.140        0.890

                                 14       0.174       0.157        1.187

                                 16       0.193       0.174        1.518

                                 18       0.21        0.189        1.881

                                 20       0.228       0.204        2.274

                                 22       0.244       0.218        2.696

                                 24       0.254       0.226        3.140

                                 25       0.255       0.226        

                                 26       0.255       0.225        3.591

                                 28       0.252       0.220        4.035

                                 **30**   **0.245**   **0.211**    **4.465**

                                 32       0.235       0.198        4.874

                                 34       0.224       0.185        5.258

                                 36       0.215       0.174        5.618

                                 38       0.207       0.165        5.957

                                 40       0.192       0.148        6.269

                                 42       0.17        0.124        6.541

                                 44       0.14        0.092        6.757

                                 46       0.104       0.054        6.903

                                 48       0.063       0.012        6.969

                                 50       0.017       -0.036       6.945

                                 52       -0.034      -0.088       6.821

                                 54       -0.088      -0.144       6.589

                                 56       -0.145      -0.202       6.243

                                 58       -0.204      -0.263       5.778
  ------------------------------ -------- ----------- ------------ -----------

Energy 46 CFR 170.173

  ------------------------------ -------- ----------- ------------ --------------
  Draft, m                       6.2                               

  Trim, m                        0.0                               

                                                                   

  Reqs of 46 CFR 170.173(2)(b)            Required    Actual       

  \(1\) initial GM, m                     0.150       **0.944**    

  \(2\) GZ at 30 degrees                  0.200       **0.291**    

  \(3\) Angle of max GZ                   25.000      **25.000**   **Limiting**

  \(4\) Area 0-30                         3.150       **6.008**    

  \(5\) Area 0-40                         5.150       **8.703**    

  \(6\) Area 30-40                        1.720       **2.695**    

                                                                   

  Pole height, m =                        7.500                    

  Delta KG, m=                                        **0.113**    

  Actual KG, m =                                      **7.387**    

                                                                   

                                 Angle    GZ                       Area

                                 0        0           0.000        0.000

                                 2        0.029       0.033        0.033

                                 4        0.057       0.065        0.131

                                 6        0.085       0.097        0.292

                                 8        0.111       0.127        0.516

                                 10       0.137       0.157        0.799

                                 12       0.161       0.184        1.140

                                 14       0.184       0.211        1.536

                                 16       0.204       0.235        1.983

                                 18       0.225       0.260        2.478

                                 20       0.244       0.283        3.020

                                 22       0.256       0.298        3.601

                                 24       0.259       0.305        4.205

                                 25       0.257       0.305        

                                 26       0.255       0.305        4.814

                                 28       0.246       0.299        5.418

                                 **30**   **0.235**   **0.291**    **6.008**

                                 32       0.223       0.283        6.583

                                 34       0.211       0.274        7.140

                                 36       0.201       0.267        7.681

                                 38       0.188       0.258        8.206

                                 40       0.167       0.240        8.703

                                 42       0.14        0.216        9.159

                                 44       0.107       0.185        9.560

                                 46       0.07        0.151        9.897

                                 48       0.026       0.110        10.158

                                 50       -0.021      0.066        10.333

                                 52       -0.072      0.017        10.416

                                 54       -0.126      -0.035       10.398

                                 56       -0.183      -0.089       10.275

                                 58       -0.242      -0.146       10.039
  ------------------------------ -------- ----------- ------------ --------------

1.d. Lifting

Lifting was evaluated in accordance with 46 CFR 173.

46 CFR 173 applies to vessels where the maximum heeling moment due to
hook load is equal to or greater than 0.67(W)(GM)(F/B) in meter-metric
tons. For the FRV40 (at the 5.9 m design draft):

W = 2439 mt

GM = 0.75 m (approximate)

F = (8.65 m -- 5.90 m) = 2.65 m

B = 15.0 m

Required heeling moment = 216.5 m-t

The SOR contains several different requirements for crane performance as
follows:

  ---------- ----------------- ----------- ------------ ---------- ----------
                               Sea         Crane        Hook Load, Heeling
                                           Radius, m    t          Moment,
                                                                   m-t

  Either     3636 kg any point Exposed     10.70+ 5.92  3.636      60.43
  Crane      on working deck                                       

             1356 kg 2 m aft   Exposed     13.60+5.92   1.356      26.47
             of stern                                              

             1588 kg 4 m from  Exposed     7.59+5.92    1.588      21.45
             side of ship                                          

             3625 kg 9.1 m     Protected   12.62+5.92   3.625      67.21
             from side                                             

                                                                   

  Stbd Crane 750 kg at center  Exposed     18.60+5.92   0.750      18.39
             of side sampling                                      
             station                                               

                                                                   

  Stbd Crane Maximum crane                 3.05 + 5.92  22.69      203.4
             capacity                                              
  ---------- ----------------- ----------- ------------ ---------- ----------

For purposes of this calculation, "Crane Radius" was taken as the
maximum outreach needed to meet the requirement plus the distance off
centerline of the crane. This is a conservative approach. The maximum
moment required by the SOR is well below the threshold for which 46 CFR
173 is applicable. (The maximum heeling moment of the Appleton EB
50-60-25 marine crane, called for by the SOR, is 203.4 m-t, still below
the threshold for application of 46 CFR 173).

This criterion was evaluated for drafts ranging from 5.2 m to 6.2 m for
the maximum crane moment.

The criterion requires a minimum of 4.57 meter-degrees of righting
energy between the righting and heeling arms from the point of
intersection to the minimum of 1) the angle of the maximum heeling arm;
2) the angle of downflooding; or 3) 40 degrees. For drafts above 5.2 m
the limit for the FRV40 was the angle of the maximum righting arm.

Righting arm curves were calculated using SHCP at every two degrees up
to a heel angle of 40 degrees. Initial trim was zero. The residual
righting arm curve was calculated by subtracting the heeling moment
(times the cosine of the heel angle) from the righting arm curve. The
pole height was adjusted until the area up to the maximum righting arm
was equal to the required 4.57 m-deg. The angle of maximum righting arm
of the residual curve varies with draft and is about twenty-eight
degrees at the design draft of 5.9 m. Once the limiting pole height was
determined, maximum allowable KG (before lifting) was determined by
decreasing the pole height by the rise in KG attributable to lifting a
load from the main deck to the top of the boom.

In the region of maximum righting arm the righting arm curve is very
flat. Therefore small changes in pole height, trim, and buoyant volume
could be expected to have noticeable effect of the maximum allowable KG
permitted by the criteria. At thirty degrees of heel the deck edge of
the 01 level is immersed. No credit has been taken for any
superstructure above the 01 level, or of any superstructure (including
the 01 level) aft of frame 58. Even small changes in buoyant volume in
these locations would be expected to noticeably change maximum allowable
KG.

Maximum allowable KGs based on this criterion are about 0.5 meters less
than the limit imposed by other portions of the intact stability
analysis, and if imposed would be the limiting KG for the vessel.

Since the criteria was originally developed for heavy lift situations,
and since the FRV40 is well below the threshold of applicability, it is
considered inappropriate to apply this criteria to the FRV40. However
since stability while lifting is still an important consideration, it
was decided to impose the requirement that the vessel meet the
alternative compliance portion of the Coast Guard lifting criteria of 46
CFR 173.020(c). This criteria limits the lifting imposed heel angle to
that which would immerse half the freeboard.

The details of this calculation follows:

Lifting per 46 CFR 173.020(c)

  ------- ------------ ------- --------- ------- -------- ------- ------- --------- --------
                               heel                                                 
                               tangent                                              

  Draft   Free-board   1/2 FB  to 1/2 FB angle   Displ    GM      KM      KG while  KG
                                                                          lifting   before
                                                                                    lift

  5.20    3.45         1.725   0.230     12.95   1950.9   0.461   8.030   7.569     7.30

  5.40    3.25         1.625   0.217     12.23   2080.4   0.458   8.140   7.682     7.43

  5.60    3.05         1.525   0.203     11.49   2220.3   0.457   8.260   7.803     7.57

  5.80    2.85         1.425   0.190     10.76   2365.2   0.458   8.300   7.842     7.62

  6.00    2.65         1.325   0.177     10.02   2512.8   0.463   8.310   7.847     7.64

  6.20    2.45         1.225   0.163     9.28    2662.7   0.472   8.320   7.848     7.65

                                                                                    

          Heeling                        203.4                                      
          moment                                                                    

          Vertical                       516.6                                      
          moment                                                                    
  ------- ------------ ------- --------- ------- -------- ------- ------- --------- --------

Lifting per 46 CFR 173.020(b)

  --------------------- -------- ----------- ----------- ----------- -- ----------- ----------- -----------
  Draft, m              5.2                                                                     

  Displ, mt             1950.9                                                                  

  Heeling moment, m-t   203.4                                                                   

  Vert. Momt increase,  516.6                                                                   
  m-t                                                                                           

  KG while lifting, m                        7.339                      Req Area =  4.584       

  KG before lifting, m                       7.074                      Area to max 4.584       
                                                                        =                       

  Pole height, m                 7.500                                                          

                                             0.161                                              

                        Angle    GZ          GZ          Area           HZ          GZ-HZ       Area

                        0        0           0.000       0.000          0.104       -0.104      

                        2        0.018       0.024       0.024          0.104       -0.081      0.000

                        4        0.036       0.047       0.094          0.104       -0.057      0.000

                        6        0.052       0.069       0.211          0.103       -0.035      0.000

                        8        0.068       0.090       0.370          0.102       -0.012      0.000

                        10       0.082       0.110       0.570          0.101       0.009       0.039

                        12       0.095       0.128       0.809          0.099       0.030       0.119

                        14       0.107       0.146       1.083          0.096       0.050       0.239

                        16       0.117       0.161       1.390          0.092       0.069       0.396

                        18       0.126       0.176       1.727          0.087       0.088       0.591

                        20       0.134       0.189       2.092          0.082       0.107       0.823

                        22       0.141       0.201       2.483          0.076       0.125       1.091

                        24       0.147       0.212       2.896          0.070       0.143       1.396

                        26       0.154       0.225       3.333          0.063       0.162       1.738

                        28       0.16        0.236       3.794          0.055       0.180       2.115

                        30       0.164       0.244       4.274          0.048       0.197       2.522

                        32       0.165       0.250       4.768          0.041       0.210       2.952

                        34       0.164       0.254       5.273          0.034       0.220       3.399

                        36       0.16        0.255       5.781          0.027       0.227       3.862

                        38       0.157       0.256       6.292          0.021       0.235       4.340

  **Maximum GZ while    **40**   **0.157**   **0.260**   **6.809**      **0.016**   **0.244**   **4.584**
  lifting**                                                                                     
  --------------------- -------- ----------- ----------- ----------- -- ----------- ----------- -----------

Lifting per 46 CFR 173.020(b)

  --------------------- -------- ----------- ----------- ----------- -- ----------- ----------- -----------
  Draft, m              5.4                                                                     

  Displ, mt             2080.4                                                                  

  Heeling moment, m-t   203.4                                                                   

  Vert. Momt increase,  516.6                                                                   
  m-t                                                                                           

  KG while lifting, m                        7.362                      Req Area =  4.584       

  KG before lifting, m                       **7.114**                  Area to max 5.147       
                                                                        =                       

  Pole height, m                 7.500                                                          

                                             0.138                                              

                        Angle    GZ          GZ          Area           HZ          GZ-HZ       Area

                        0        0.000       0.000       0.000          0.098       -0.098      

                        2        0.022       0.027       0.027          0.098       -0.071      0.000

                        4        0.043       0.053       0.106          0.097       -0.045      0.000

                        6        0.063       0.077       0.236          0.097       -0.020      0.000

                        8        0.080       0.099       0.413          0.096       0.003       0.029

                        10       0.096       0.120       0.632          0.095       0.025       0.100

                        12       0.110       0.139       0.891          0.092       0.046       0.213

                        14       0.123       0.156       1.186          0.090       0.067       0.366

                        16       0.135       0.173       1.515          0.086       0.087       0.559

                        18       0.145       0.188       1.876          0.082       0.106       0.789

                        20       0.155       0.202       2.266          0.077       0.125       1.059

                        22       0.164       0.216       2.684          0.071       0.144       1.367

                        24       0.173       0.229       3.128          0.065       0.164       1.714

                        26       0.182       0.242       3.600          0.059       0.184       2.101

                        28       0.190       0.255       4.097          0.052       0.203       2.521

                        30       0.193       0.262       4.614          0.045       0.217       2.966

                        32       0.193       0.266       5.142          0.038       0.228       3.431

                        34       0.191       0.268       5.677          0.032       0.237       3.909

                        36       0.186       0.267       6.212          0.026       0.242       4.397

                        38       0.181       0.266       6.745          0.020       0.246       4.895

  **Maximum GZ while    **40**   **0.179**   **0.268**   **7.279**      **0.015**   **0.252**   **5.147**
  lifting**                                                                                     
  --------------------- -------- ----------- ----------- ----------- -- ----------- ----------- -----------

Lifting per 46 CFR 173.020(b)

  --------------------- -------- ----------- ----------- ----------- -- ----------- ----------- -----------
  Draft, m              5.6                                                                     

  Displ, mt             2220.3                                                                  

  Heeling moment, m-t   203.4                                                                   

  Vert. Momt increase,  516.6                                                                   
  m-t                                                                                           

  KG while lifting, m                        7.323                      Req Area =  4.584       

  KG before lifting, m                       **7.090**                  Area to max 4.590       
                                                                        =                       

  Pole height, m                 7.500                                                          

                                             0.177                                              

                        Angle    GZ          GZ          Area           HZ          GZ-HZ       Area

                        0        0.000       0.000       0.000          0.092       -0.092      

                        2        0.026       0.032       0.032          0.092       -0.059      0.000

                        4        0.051       0.063       0.128          0.091       -0.028      0.000

                        6        0.074       0.093       0.284          0.091       0.002       0.030

                        8        0.094       0.119       0.495          0.090       0.029       0.113

                        10       0.112       0.143       0.756          0.089       0.054       0.245

                        12       0.128       0.165       1.064          0.087       0.078       0.425

                        14       0.143       0.186       1.414          0.084       0.102       0.652

                        16       0.157       0.206       1.806          0.081       0.125       0.925

                        18       0.170       0.225       2.236          0.077       0.148       1.242

                        20       0.181       0.242       2.702          0.072       0.169       1.603

                        22       0.193       0.259       3.203          0.067       0.192       2.011

                        24       0.205       0.277       3.740          0.061       0.216       2.465

                        26       0.215       0.293       4.309          0.055       0.238       2.958

                        28       0.221       0.304       4.906          0.049       0.256       3.482

                        30       0.222       0.310       5.520          0.042       0.268       4.029

  **Maximum GZ while    **32**   **0.220**   **0.314**   **6.145**      **0.036**   **0.278**   **4.590**
  lifting**                                                                                     

                        34       0.214       0.313       6.771          0.030       0.283       5.161

                        36       0.207       0.311       7.395          0.024       0.287       5.739

                        38       0.201       0.310       8.016          0.019       0.291       6.326

                        40       0.197       0.311       8.637          0.014       0.296       6.623
  --------------------- -------- ----------- ----------- ----------- -- ----------- ----------- -----------

Lifting per 46 CFR 173.020(b)

  --------------------- -------- ----------- ----------- ----------- -- ----------- ----------- -----------
  Draft, m              5.8                                                                     

  Displ, mt             2365.2                                                                  

  Heeling moment, m-t   203.4                                                                   

  Vert. Momt increase,  516.6                                                                   
  m-t                                                                                           

  KG while lifting, m                        7.331                      Req Area =  4.584       

  KG before lifting, m                       **7.113**                  Area to max 5.173       
                                                                        =                       

  Pole height, m                 7.500                                                          

                                             0.169                                              

                        Angle    GZ          GZ          Area           HZ          GZ-HZ       Area

                        0        0.000       0.000       0.000          0.086       -0.086      

                        2        0.028       0.034       0.034          0.086       -0.052      0.000

                        4        0.055       0.067       0.135          0.086       -0.019      0.000

                        6        0.081       0.099       0.300          0.085       0.013       0.056

                        8        0.104       0.128       0.526          0.084       0.043       0.170

                        10       0.124       0.153       0.807          0.083       0.070       0.337

                        12       0.143       0.178       1.139          0.081       0.097       0.556

                        14       0.161       0.202       1.519          0.079       0.123       0.827

                        16       0.177       0.224       1.944          0.076       0.148       1.147

                        18       0.192       0.244       2.412          0.072       0.172       1.516

                        20       0.207       0.265       2.921          0.068       0.197       1.934

                        22       0.221       0.284       3.470          0.063       0.221       2.401

                        24       0.234       0.303       4.057          0.057       0.245       2.911

                        26       0.242       0.316       4.676          0.052       0.264       3.453

                        28       0.244       0.323       5.315          0.046       0.278       4.016

                        30       0.240       0.324       5.963          0.039       0.285       4.591

  **Maximum GZ while    **32**   **0.234**   **0.324**   **6.611**      **0.033**   **0.290**   **5.173**
  lifting**                                                                                     

                        34       0.226       0.320       7.255          0.028       0.293       5.760

                        36       0.217       0.316       7.892          0.022       0.294       6.351

                        38       0.211       0.315       8.523          0.018       0.297       6.946

                        40       0.202       0.311       9.149          0.014       0.297       7.243
  --------------------- -------- ----------- ----------- ----------- -- ----------- ----------- -----------

Lifting per 46 CFR 173.020(b)

  --------------------- -------- ----------- ----------- ----------- -- ----------- ----------- -----------
  Draft, m              6.0                                                                     

  Displ, mt             2512.8                                                                  

  Heeling moment, m-t   203.4                                                                   

  Vert. Momt increase,  516.6                                                                   
  m-t                                                                                           

  KG while lifting, m                        7.310                      Req Area =  4.584       

  KG before lifting, m                       **7.104**                  Area to max 4.588       
                                                                        =                       

  Pole height, m                 7.500                                                          

                                             0.190                                              

                        Angle    GZ          GZ          Area           HZ          GZ-HZ       Area

                        0        0.000       0.000       0.000          0.081       -0.081      

                        2        0.029       0.036       0.036          0.081       -0.045      0.000

                        4        0.057       0.070       0.142          0.081       -0.010      0.000

                        6        0.083       0.103       0.315          0.080       0.023       0.079

                        8        0.109       0.135       0.553          0.079       0.056       0.222

                        10       0.133       0.166       0.854          0.078       0.088       0.427

                        12       0.154       0.194       1.214          0.077       0.117       0.689

                        14       0.174       0.220       1.627          0.074       0.146       1.009

                        16       0.193       0.245       2.093          0.071       0.174       1.384

                        18       0.210       0.269       2.607          0.068       0.201       1.814

                        20       0.228       0.293       3.168          0.064       0.229       2.299

                        22       0.244       0.315       3.777          0.059       0.256       2.832

                        24       0.254       0.331       4.423          0.054       0.277       3.399

                        26       0.255       0.338       5.093          0.049       0.290       3.987

  **Maximum GZ while    **28**   **0.252**   **0.341**   **5.772**      **0.043**   **0.298**   **4.588**
  lifting**                                                                                     

                        30       0.245       0.340       6.453          0.037       0.303       5.195

                        32       0.235       0.336       7.129          0.032       0.304       5.803

                        34       0.224       0.330       7.795          0.026       0.304       6.413

                        36       0.215       0.327       8.452          0.021       0.306       7.026

                        38       0.207       0.324       9.102          0.017       0.307       7.634

                        40       0.192       0.314       9.740          0.013       0.301       7.936
  --------------------- -------- ----------- ----------- ----------- -- ----------- ----------- -----------

Lifting per 46 CFR 173.020(b)

  --------------------- -------- ----------- ----------- ----------- -- ----------- ----------- -----------
  Draft, m              6.2                                                                     

  Displ, mt             2662.7                                                                  

  Heeling moment, m-t   203.4                                                                   

  Vert. Momt increase,  516.6                                                                   
  m-t                                                                                           

  KG while lifting, m                        7.254                      Req Area =  4.584       

  KG before lifting, m                       **7.060**                  Area to max 4.588       
                                                                        =                       

  Pole height, m                 7.500                                                          

                                             0.246                                              

                        Angle    GZ          GZ          Area           HZ          GZ-HZ       Area

                        0        0.000       0.000       0.000          0.076       -0.076      

                        2        0.029       0.038       0.038          0.076       -0.039      0.000

                        4        0.057       0.074       0.149          0.076       -0.002      0.000

                        6        0.085       0.111       0.334          0.076       0.035       0.105

                        8        0.111       0.145       0.590          0.075       0.070       0.281

                        10       0.137       0.180       0.915          0.074       0.106       0.527

                        12       0.161       0.212       1.307          0.072       0.140       0.840

                        14       0.184       0.244       1.763          0.070       0.173       1.218

                        16       0.204       0.272       2.278          0.067       0.204       1.659

                        18       0.225       0.301       2.851          0.064       0.237       2.164

                        20       0.244       0.328       3.480          0.060       0.268       2.724

                        22       0.256       0.348       4.156          0.056       0.292       3.325

                        24       0.259       0.359       4.863          0.051       0.308       3.950

  **Maximum GZ while    **26**   **0.255**   **0.363**   **5.585**      **0.046**   **0.317**   **4.588**
  lifting**                                                                                     

                        28       0.246       0.361       6.310          0.040       0.321       5.231

                        30       0.235       0.358       7.029          0.035       0.323       5.878

                        32       0.223       0.353       7.740          0.030       0.324       6.525

                        34       0.211       0.349       8.442          0.025       0.324       7.175

                        36       0.201       0.346       9.136          0.020       0.326       7.824

                        38       0.188       0.339       9.821          0.016       0.324       8.461

                        40       0.167       0.325       10.486         0.012       0.313       8.774
  --------------------- -------- ----------- ----------- ----------- -- ----------- ----------- -----------

1.e. Towline Pull Criterion

Towline pull was evaluated per the requirements of 46 CFR 173.095, as
follows:

N, Number of propellers = 1

P, Power = 2,300 kW (installed motor power on propeller shaft)

D, Propeller diameter = 4.3 meters

s, fraction of propeller circle cylinder covered by rudder when turned a
t 45 degrees, = 0.42, (see attached sketch of approximate rudder
geometry)

h, vertical distance from propeller shaft centerline to towing bit =
10.0 m

(the propeller shaft is approximately 2.2 meters above baseline. The tow
point for the trawl cables is from blocks hung from the gallows. The top
of the gallows deck is 12.1 m above baseline. Distance from gallows deck
to propeller centerline is 9.9 m, rounded to 10 meters. This is
conservative as the towing blocks will hang on the underside of this
deck structure.

f, freeboard = 8.65 meters minus the draft

B, molded beam = 15.0 meters

The resulting maximum allowable KG is approximately 8.0 meters at the
design draft. The calculation is as follows:

  -------------- ------------- ------------ ----------- ----------- -----------
  **Towline Pull                                                    
  Calculation                                                       
  for GM per 46                                                     
  CFR                                                               
  173.095(b)**                                                      

                                                                    

  Draft, m       Freeboard     Displ,mt     GM,m        KM, m       KG,m

  5.00           3.65          1829.4       0.31        7.94        7.63

  5.10           3.55          1888.9       0.31        7.98        7.67

  5.20           3.45          1950.9       0.31        8.03        7.72

  5.30           3.35          2014.4       0.31        8.08        7.77

  5.40           3.25          2080.4       0.31        8.14        7.83

  5.50           3.15          2149.1       0.31        8.22        7.91

  5.60           3.05          2220.3       0.31        8.26        7.95

  5.70           2.95          2292.4       0.31        8.29        7.98

  5.80           2.85          2365.2       0.31        8.30        7.99

  **5.90**       2.75          **2438.7**   0.31        **8.31**    8.00

  6.00           2.65          2512.8       0.31        8.32        8.01

  6.10           2.55          2587.5       0.32        8.32        8.00

  6.20           2.45          2662.7       0.32        8.32        8.00

  6.30           2.35          2738.3       0.32        8.32        8.00

  6.40           2.25          2814.3       0.33        8.31        7.98

                                                                    

  N =            1                                                  

  P, kW =        2300                                               

  s =            0.42                                               

  h, m =         10.00                                              

  K =            13.93                                              

  B, m =         15.00                                              

  D, m =         4.30                                               
  -------------- ------------- ------------ ----------- ----------- -----------

![](media/image1.wmf)

2.a. Summary

Damage stability of FRV40-1 was evaluated per the USCG requirements of
46 CRF171.080 for "Z" type damage (one compartment damage). Curves of
maximum allowable KG were developed. Since the Roll Stabilization Tank
has a significant effect on stability, curves were developed to show the
effect of dumping this tank.

Equalization of certain pairs of port and starboard of deep and double
bottom tanks is required for certain conditions of damage. Deep Tanks #2
P/S, Double Bottom Tank #3 P/S, and Double Bottom Tank #4 P/S must be
cross connected. Equalization of the double bottom tanks will be
automatic. Equalization of Deep Tanks #2 P/S must be manual as the
location of the tank top makes automatic equalization impractical.

The overall limiting damage condition is flooding of the Accommodation,
Stores, and Sewage Holding Tanks between frames 29 and 39.

2.b. Damage Characteristics

As an Oceanographic Research Vessel, the FRV40 must comply with the
requirements of a "Z" type vessel. Longitudinal penetration is 3 meters
plus 0.03L, where L is LBP. The Length between perpendiculars was taken
as the waterline length at the deepest operating draft in accordance
with 46 CFR 170.055(I)(1). The deepest operating draft is taken as the
scantling draft of 6.2 m. At this draft the waterline length is 60.93 m.
Therefore the longitudinal penetration is 4.83 m.

Transverse penetration is B/5. The beam of the FRV40 is 15 m so that B/5
= 3.0 m.

Vertical penetration is unlimited, and there is no damage to any main
transverse bulkheads.

Main transverse bulkheads are located as follows:

  ----------------------------------- -----------------------------------
  Frame                               m aft FP

  7                                   4.6

  19                                  11.8

  29                                  17.8

  39                                  23.8

  49                                  29.8

  72                                  43.6

  82                                  49.6
  ----------------------------------- -----------------------------------

The margin line was taken as 7.6 cm below the main deck, throughout the
vessels length. Since the main deck is located at 8.65 m above baseline,
and there is no sheer on the main deck, the margin line is located at
8.574 m above the baseline.

Heeling arms required by 46 CFR 171.080(f)(4) were calculated as
follows:

Passenger heeling moment = 39 passengers x .075 t x 7.5 m = 21.9 m-t

Asymmetric passenger escape route heeling moment = 21.9 m-t

Launching of survival craft heeling moment =

Rescue boat = 2.17 t x 3.1 m = 6.7 m-t

Rescue boat davit = 2.90 t x 1.6 m = = 4.6 m-t

Passengers in boat = 11 x .075 t x 9 m = = 7.4 m-t

Liferafts (4) = 4 x .19t x 2.0 m = = 1.5 m-t

Passengers in liferafts = 28 x .075 t x 9 m = = [18.9 m-t]{.underline}

Total = 39.1 m-t

Wind pressure heeling moment (at 5.9 m draft) = 67.2 m-t

The wind pressure heeling moment is the largest of these moments.
Details of the wind area and heeling calculation are given in the Intact
Stability section. Heeling arms at various drafts are given in the
following table.

  ----------------- ----------------- ----------------- -----------------
  Draft, m          Displ, m          Wind Moment, m-t  Heeling Arm, m

  5.2               1951.6            72.66             0.0372

  5.4               2081.1            70.88             0.0341

  5.6               2221.0            69.30             0.0312

  5.8               2366.1            67.88             0.0287

  6.0               2513.7            66.60             0.0265

  6.2               2663.6            65.44             0.0246
  ----------------- ----------------- ----------------- -----------------

2.c. Results

Stability calculations were performed using SHCP.

The hull form and offsets used for this analysis are discussed in
Appendix A. The superstructure was not included in the hull form
definition used for the damage analysis and no credit has been taken for
buoyancy from the superstructure. This analysis has used the General
Arrangement of the FRV40-1 to define compartmentation. It is assumed
that all openings will be fitted with appropriate closures and that
downflooding is not an issue. Compartment descriptions are given in Part
f of this Section.

For each damage zone curves of maximum allowable virtual KG versus draft
were developed for the range of expected operating drafts.

# 2.d. Effect of Dumping Roll Stabilization Tank

The Roll Stabilization Tank is located at the 02 Level between frames 22
--29. A preliminary tank design indicates that tank level will range
from 31 to 37 tons depending on the GM. The moment of inertia of the
tank is 478 m^4^. The SOR requires that this tank be provided with a
means to rapidly dump the water in the tank in order to reduce the
free-surface in the event of an emergency (SOR Section 079c). The SOR
further requires that dump valves are to be controlled from the bridge
and that they be large enough to empty the tank from the highest
operating level in 15 minutes (SOR Section 565a).

Dumping of the Roll Stabilization Tank has a beneficial effect on
stability by reducing displacement, reducing KG, and of reducing the
free-surface. This damage analysis has concluded that the dumping of the
Roll Stabilization Tank is necessary for certain cases of damage in
order for the vessel to meet the required criteria. The effect on ship
KG of dumping the roll tank is given in the following table, which
assumes 37 t of water in the roll tank before dumping (the value used in
the sample loading conditions) and a before dumping ship KG of 7.5 m.

  --------------------------- -------------------------------------------
  Draft, m                    Change in Ship KG caused by dumping roll
                              tank. m

  5.2                         -0.381

  5.4                         -0.357

  5.6                         -0.334

  5.8                         -0.314

  6.0                         -0.295

  6.2                         -0.279
  --------------------------- -------------------------------------------

In cases where the roll tank must be dumped, the time period between
when damage occurs and the dumping of the Roll Stabilization Tank has
been completed has been treated as an "earlier stage of flooding". In
this stage the requirements of 46 CFR 171.080(f)(7) and (8) must be met.

The maximum allowable KG was calculated for each draft. This KG was then
increased (based on the table above) to obtain a maximum allowable the
KG before dumping the roll tank. Also for each such condition the
maximum allowable KG in order to meet the requirements of each "earlier
stage of flooding" was determined. For certain conditions the "earlier
stage" KG was more limiting than the "before dumping" KG.

Since it is possible that the vessel may operate at times with the Roll
Stabilization Tank empty (in fact this may be a requirement for heavy
icing situations) maximum allowable KG curves were also developed for
cases where the roll tank is not dumped.

Curves of maximum allowable virtual KG versus draft are given on the
following pages. Summaries of damage conditions at zero trim are given
in Part g.

Details of the limiting damage condition (Zone D-4) and of damage to the
machinery space (Zone F-1) are given in Parts i and j.

2.e. Effect of Trim

The expected range of trim for this vessel is 1 meter of trim by the
stern and 0.5 meter of trim by the bow.

A before damage condition with 1 meter of trim by the stern was
evaluated for damage to Zone H (the after most compartment) and Zone F
(the machinery space).

A before damage condition with 0.5 meter of trim by the bow was
evaluated for damage to Zone D. This was the most severe damage for the
no trim condition.

Trim by the bow reduces the overall limiting KG of the vessel by about
0.13 meters. Trim by the stern does not effect the overall limiting KG.
Although the limiting KG of the stern compartments is reduced, it is
still above that of the forward compartments which determine the overall
limiting KG for the vessel.

Summaries of the damage conditions with trim are given in Part h.

2.f. Compartment Descriptions

Zone A

010 Forepeak fr B --5 0 .95 -0.8 3.4 999999 999999 999999 999999

011 Forepeak fr 5- 7 0 .95 3.4 4.6 1.20 999999 999999 999999

020 Chain lkrfr 5- 7 +1 .95 3.4 4.6 999999 1.20 999999 999999

Zone B

100 DT #1F S fr 7 --13 +1 .95 4.6 8.2 999999 999999 999999 6.15

110 DT #1F P fr 7-13 -1 .95 4.6 8.2 999999 999999 999999 6.15

120 DT #1A S fr 13-15 +1 .95 8.2 9.4 1.667 999999 999999 6.15

121 DT #1A S fr 13-17 +1 .95 9.4 10.6 2.00 999999 999999 6.15

122 DT #1A S fr 17-19 +1 .95 10.6 11.8 2.333 999999 999999 6.15

140 Bow thrstr 13-15 0 .85 8.2 9.4 999999 1.667 999999 6.15

141 Bow thrstr 15-17 0 .85 9.4 10.6 999999 2.00 999999 6.15

142 Bow thrstr 17-19 0 .85 10.6 11.8 999999 2.333 999999 6.15

150 Laundry 7-19 +1 .95 4.6 11.8 1.0 999999 6.15 999999

160 Stores 7-19 +1 .60 4.6 11.8 999999 1.0 6.15 999999

161 Stores 7-19 -1 .60 4.6 11.8 999999 999999 6.15 999999

Zone C

300 DT #2S fr 19-29 +1 .95 11.8 17.8 2.50 999999 999999 6.15

310 DT #2P fr 19-29 -1 .95 11.8 17.8 2.50 999999 999999 6.15

320 DT #2CL fr 19-23 0 .95 11.8 14.2 999999 2.50 999999 6.15

330 Trans Rm fr 23-29 0 .95 14.2 17.8 999999 2.50 999999 6.15

340 Accomd fr 19-29 0 .95 11.8 17.8 999999 999999 6.15 999999

Zone D

300 DB #3S fr 29-39 1 .95 17.8 23.8 2.50 999999 999999 3.65

310 DB #3P fr 29-39 -1 .95 17.8 23.8 2.50 999999 999999 3.65

320 Stores fr 29-39 +1 .60 17.8 23.8 2.50 999999 3.65 6.15

330 Access fr 37-39 S +1 .95 22.6 23.8 999999 2.50 3.65 6.15

331 Access fr 34-39 P -1 .95 20.8 23.8 1.40 999999 3.65 6.15

340 Sewage tr rm fr 34-39 -1 .85 20.8 23.8 1.40 999999 3.65 6.15

350 Void fr 29-34 -1 .95 17.8 20.8 2.50 3.00 3.65 6.15

360 Sewage Hld tk fr29-34 -1 .95 17.8 20.8 3.00 999999 3.65 6.15

370 Accom fr 29-39 0 .95 17.8 23.8 999999 999999 6.15 999999

Zone E

400 DB #4S fr 39-49 1 .95 23.8 29.8 2.50 999999 999999 3.65

410 DB #4P fr 39-49 -1 .95 23.8 29.8 2.50 999999 999999 3.65

420 Aux machy rm fr 39-45 0 .85 23.8 27.4 0.50 999999 3.65 6.15

421 Aux machy rm fr 45-49 0 .85 27.4 29.8 999999 999999 3.65 6.15

430 Accomd fr 39-45 0 .95 23.8 27.4 0.50 999999 6.15 999999

431 Accomd fr 45-49 0 .95 27.4 29.8 999999 999999 6.15 999999

Zone F

450 Machy Rm fr 49-72 0 .85 29.8 43.6 2.50 999999 999999 1.0

451 Machy Rm fr 49-72 0 .85 29.8 43.6 999999 999999 1.0 3.65

452 Machy Rm fr 49-69.5 0 .85 29.8 42.1 999999 999999 3.65 999999

453 Machy Rm fr 69.5-72 0 .85 42.1 43.6 999999 5.50 3.65 999999

454 Recess 2^nd^ dk 69-72S +1-.85 42.25 43.6 999999 1.50 6.15 999999

455 Recess 2^nd^ dk 69-72P -1-.85 42.25 43.6 999999 1.80 6.15 999999

456 Recess shaft alley 0 .85 43.6 45.4 999999 1.15 1.00 4.0

460 Fuel Day Tk P +1 .95 42.1 43.6 5.50 999999 3.65 999999

470 Machy DB 0 .95 29.8 43.6 999999 2.50 999999 1.0

Zone G

500 DT #65 S fr 72-82 1 .95 43.6 49.6 2.50 999999 999999 6.15

501 DT #65 P fr 72-82 -1 .95 43.6 49.6 2.50 999999 999999 6.15

520 Winch rm fr 72-82 0 .85 43.6 49.6 999999 999999 6.15 999999

454 Recess 2^nd^ dk 69-72S +1 .95 42.25 43.6 999999 1.50 6.15 999999

455 Recess 2^nd^ dk 69-72P -1 .95 42.25 43.6 999999 1.80 6.15 999999

Zone H

600 DT #6F S fr 82-91 1 .95 49.6 55.0 2.25 999999 999999 6.15

601 DT #6F P fr 82-91 -1 .95 49.6 55.0 2.25 999999 999999 6.15

610 DT #6A S fr 91-101 1 .95 49.6 55.0 2.00 999999 999999 6.15

611 DT #6A P fr 91 101 -1 .95 49.6 55.0 2.00 999999 999999 6.15

620 Trawl rm fr 82-101 0 .85 49.6 60.3 999999 999999 6.15 999999

2.g. Damage Condition Summaries (No Trim)

[Stem - Frame 7 (Zone A)]{.underline}

Summary

Condition A comprises flooding of the Forepeak and Chain Locker. This is
not a significant damage condition and no special measures are required.

  ----------------------------------- -----------------------------------
  Draft                               A-1

  5.2                                 7.51

  5.4                                 7.58

  5.6                                 7.67

  5.8                                 7.75

  6.0                                 7.81

  6.2                                 7.86
  ----------------------------------- -----------------------------------

Cond A-1: Forepeak Tank, CL, perm = 0.95 (010, 011)

Chain locker, S, perm = 0.95

  ------- ------ -------- ---------- -------- -------- -------- -------- ----------
  Draft   Trim   KG-eq    KG-range   KG-min   KG-min   KG-min   KG-ML    Limiting
                                     GZ       Area     abv HZ            KG

  5.2     0.0    7.95     7.90       7.51     7.70     7.59     7.94     **7.51**

  5.4     0.0    8.04     8.00       7.58     7.74     7.68     7.90     **7.58**

  5.6     0.0    8.15     8.04       7.67     7.84     7.78     7.99     **7.67**

  5.8     0.0    8.23     8.20       7.74     7.92     7.87     8.08     **7.74**

  6.0     0.0    8.27     8.18       7.81     8.00     7.94     8.16     **7.81**

  6.2     0.0    8.29     8.24       7.85     8.01     7.99     8.22     **7.85**
  ------- ------ -------- ---------- -------- -------- -------- -------- ----------

[Frames 7 -19 (Zone B)]{.underline}

Summary

Zone B includes the forward and aft pairs of Deep Tank \# 1 and the Bow
Thruster Compartment as well as the Laundry / Bosun's Stores space
located on the 2^nd^ deck. The most severe case is damage to both deep
tanks (starboard side only)

  ----------- ----------- ----------- ----------- ----------- -----------
  Draft       B-1         B-2         B-3         B-4         B-5

  5.2         7.44        7.50                    **7.41**    7.52

  5.4         7.50        7.58                    **7.48**    7.59

  5.6         7.61        7.67                    **7.56**    7.66

  5.8         7.70        7.75                    **7.64**    7.73

  6.0         7.78        7.82                    **7.70**    7.77

  6.2         7.84        7.87                    **7.74**    7.80
  ----------- ----------- ----------- ----------- ----------- -----------

Cond B-1: DT #1F, S, perm = 0.95 (100)

DT #1A, S, perm = 0.95 (120,121,122)

  ------- ------ -------- ---------- -------- -------- -------- -------- ----------
  Draft   Trim   KG-eq    KG-range   KG-min   KG-min   KG-min   KG-ML    Limiting
                                     GZ       Area     abv HZ            KG

  5.2     0.0    7.61     7.60       7.44     7.50     7.52     7.58     **7.44**

  5.4     0.0    7.70     7.50       7.51     7.50     7.61     7.83     **7.50**

  5.6     0.0    7.84     7.84       7.61     7.70     7.71     7.92     **7.61**

  5.8     0.0    7.95     7.98       7.70     7.80     7.81     8.01     **7.70**

  6.0     0.0    8.03     8.05       7.78     7.84     7.89     8.09     **7.78**

  6.2     0.0    8.07     8.08       7.84     7.90     7.95     8.15     **7.84**
  ------- ------ -------- ---------- -------- -------- -------- -------- ----------

Cond B-2: DT #1F, S, perm = 0.95 (100)

DT #1A, S, perm = 0.95 (120,121,122)

Bow thruster room, CL, perm = 0.85 (140,141,142)

  ------- ------ -------- ---------- -------- -------- -------- -------- ----------
  Draft   Trim   KG-eq    KG-range   KG-min   KG-min   KG-min   KG-ML    Limiting
                                     GZ       Area     abv HZ            KG

  5.2     0.0    7.55     7.80       7.52     7.50     7.61     7.79     **7.50**

  5.4     0.0    7.65     7.80       7.58     7.60     7.68     7.86     **7.58**

  5.6     0.0    7.80     7.92       7.67     7.70     7.77     7.96     **7.67**

  5.8     0.0    7.94     7.99       7.75     7.80     7.86     8.05     **7.75**

  6.0     0.0    8.05     8.11       7.82     7.90     7.93     8.14     **7.82**

  6.2     0.0    8.12     8.11       7.87     7.94     7.99     8.20     **7.87**
  ------- ------ -------- ---------- -------- -------- -------- -------- ----------

Cond B-3: DT #1F, S, perm = 0.95 (100)

DT #1A, S, perm = 0.95 (120,121,122)

Laundry, P, perm = 0.95 (150)

Stores, S, perm = 0.60 (160,161)

  ------- ------ -------- ---------- -------- -------- -------- -------- ----------
  Draft   Trim   KG-eq    KG-range   KG-min   KG-min   KG-min   KG-ML    Limiting
                                     GZ       Area     abv HZ            KG

  5.2     0.0    7.61     7.64       7.39     7.45     7.47     7.70     7.39

  5.4     0.0    7.70     7.75       7.46     7.52     7.54     7.77     7.46

  5.6     0.0    7.82     7.86       7.54     7.62     7.64     7.86     7.54

  5.8     0.0    7.91     7.89       7.62     7.70     7.73     7.94     7.62

  6.0     0.0    7.96     7.98       7.69     7.80     7.81     8.01     7.69

  6.2     0.0    7.99     7.97       7.74     7.80     7.85     8.07     7.74
  ------- ------ -------- ---------- -------- -------- -------- -------- ----------

Cond B-4: DT #1F, S, perm = 0.95 (100)

DT #1A, S, perm = 0.95 (120,121,122)

Bow thruster room, CL, perm = 0.85 (140,141,142)

Laundry, P, perm = 0.95 (150)

Stores, S, perm = 0.60 (160,161)

  ------- ------ -------- ---------- -------- -------- -------- -------- ----------
  Draft   Trim   KG-eq    KG-range   KG-min   KG-min   KG-min   KG-ML    Limiting
                                     GZ       Area     abv HZ            KG

  5.2     0.0    7.52     7.58       7.41     7.41     7.50     7.70     **7.41**

  5.4     0.0    7.59     7.71       7.48     7.50     7.57     7.77     **7.48**

  5.6     0.0    7.71     7.79       7.56     7.60     7.66     7.86     **7.56**

  5.8     0.0    7.83     7.93       7.64     7.70     7.74     7.94     **7.64**

  6.0     0.0    7.93     7.93       7.70     7.80     7.81     8.02     **7.70**

  6.2     0.0    7.99     7.95       7.74     7.80     7.85     8.08     **7.74**
  ------- ------ -------- ---------- -------- -------- -------- -------- ----------

Cond B-5: Laundry, P, perm = 0.95 (150)

Stores, S, perm = 0.60 (160,161)

  ------- ------ -------- ---------- -------- -------- -------- -------- ----------
  Draft   Trim   KG-eq    KG-range   KG-min   KG-min   KG-min   KG-ML    Limiting
                                     GZ       Area     abv HZ            KG

  5.2     0.0    \-       7.90       7.52     7.70     7.61     7.70     **7.52**

  5.4     0.0    \-       7.97       7.59     7.76     7.69     7.77     **7.59**

  5.6     0.0    \-       8.04       7.66     7.84     7.78     7.86     **7.66**

  5.8     0.0    \-       8.22       7.73     7.90     7.85     7.94     **7.73**

  6.0     0.0    \-       8.15       7.77     7.94     7.90     8.02     **7.77**

  6.2     0.0    8.26     8.24       7.80     7.96     7.94     8.08     **7.80**
  ------- ------ -------- ---------- -------- -------- -------- -------- ----------

[Frames 19 -- 29 (Zone C)]{.underline}

Summary

Condition C includes Deep Tanks #2 P/S and CL, the Transducer Room, and
the Accommodations over these spaces. Deep Tanks \# 2 P/S must be cross
connected. Since the top of these tanks is above the waterline, cross
connection can not be automatic. Cross connection will be manual, with
the valve located on the main deck in the mess-room. The Roll
Stabilization Tank must be dumped when damage occurs to the Deep Tanks.

Roll Tank Dumped

  ----------- ----------- ----------- ----------- ----------- -----------
  Draft       C-1         C-2         C-3         C-4         C-5

  5.2         7.50        7.58        **7.36**    7.40        7.48

  5.4         7.60        7.72        **7.42**    7.48        7.53

  5.6         7.69        7.82        **7.49**    7.54        7.59

  5.8         7.76        7.89        **7.56**    7.59        7.64

  6.0         7.82        7.94        **7.61**    7.64        7.67

  6.2         7.87        7.98        **7.64**    7.66        7.69
  ----------- ----------- ----------- ----------- ----------- -----------

Roll Tank Not Dumped

  ----------- ----------- ----------- ----------- ----------- -----------
  Draft       C-1         C-2         C-3         C-4         C-5

  5.2         7.43        7.62        **7.29**    7.39        \-

  5.4         7.51        7.71        **7.36**    7.45        \-

  5.6         7.63        7.83        **7.45**    7.55        \-

  5.8         7.74        7.95        **7.54**    7.66        \-

  6.0         7.83        8.05        **7.62**    7.74        \-

  6.2         7.90        8.11        **7.68**    7.80        \-
  ----------- ----------- ----------- ----------- ----------- -----------

Cond C-1: DT #2 P/S, perm = 0.95 (200)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     0.0    \-      7.70       7.43     7.60     7.51     7.78    7.43       7.81   **7.50**

  5.4     0.0    \-      7.86       7.51     7.70     7.61     7.88    7.51       7.87   **7.60**

  5.6     0.0    \-      8.01       7.63     7.80     7.74     7.99    7.63       7.96   **7.69**

  5.8     0.0    \-      8.12       7.74     7.91     7.86     8.10    7.74       8.05   **7.76**

  6.0     0.0    \-      8.21       7.83     8.00     7.96     8.20    7.83       8.13   **7.82**

  6.2     0.0    \-      8.29       7.90     8.10     8.04     8.28    7.90       8.18   **7.87**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before cross flooding Deep Tanks #2
    P/S and before Roll Stabilization Tank is dumped.

Cond C-2: DT #2P/S, perm = 0.95 (200)

DT #2C, perm = 0.95 (220)

Transducer Room, perm = 0.95 (230)

Note: Equalization is not required for this condition but will occur as
equalization is automatic.

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     0.0    \-      8.04       7.62     7.80     7.71     8.02    7.62       8.00   **7.58**

  5.4     0.0    \-      8.12       7.71     7.90     7.81     8.10    7.71       8.07   **7.72**

  5.6     0.0    \-      8.22       7.83     8.00     7.94     8.22    7.83       8.16   **7.82**

  5.8     0.0    \-      8.33       7.95     8.10     8.07     8.33    7.95       8.26   **7.89**

  6.0     0.0    \-      8.42       8.05     8.20     8.17     8.44    8.05       8.35   **7.94**

  6.2     0.0    \-      8.51       8.11     8.22     8.25     8.53    8.11       8.39   **7.98**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before cross flooding Deep Tanks #2
    P/S and before Roll Stabilization Tank is dumped.

Cond C-3 DT #2P/S, perm = 0.95 (200)

Accommodations, perm = 0.95 (230)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     0.0    \-      7.70       7.29     7.45     7.38     7.63    7.29       7.67   **7.36**

  5.4     0.0    \-      7.74       7.36     7.53     7.46     7.71    7.36       7.72   **7.42**

  5.6     0.0    \-      7.85       7.45     7.62     7.56     7.81    7.45       7.78   **7.49**

  5.8     0.0    \-      8.00       7.54     7.71     7.66     7.91    7.54       7.85   **7.56**

  6.0     0.0    \-      8.00       7.62     7.80     7.75     7.99    7.62       7.92   **7.61**

  6.2     0.0    \-      8.11       7.68     7.82     7.81     8.07    7.68       7.96   **7.64**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before cross flooding Deep Tanks #2
    P/S and before Roll Stabilization Tank is dumped.

Cond C-4 DT #2S, perm = 0.95 (200)

DT #2C, perm = 0.95 (220)

Transducer Room, perm = 0.95 (230)

Accommodations, perm = 0.95 (230)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     0.0    \-      7.78       7.39     7.55     7.48     7.78    7.39       7.77   **7.40**

  5.4     0.0    \-      7.82       7.45     7.61     7.55     7.85    7.45       7.81   **7.48**

  5.6     0.0    \-      7.93       7.55     7.70     7.67     7.94    7.55       7.88   **7.54**

  5.8     0.0    \-      8.03       7.66     7.80     7.78     8.05    7.66       7.97   **7.59**

  6.0     0.0    \-      8.11       7.74     7.90     7.87     8.15    7.74       8.04   **7.64**

  6.2     0.0    \-      8.20       7.80     7.91     7.94     8.25    7.80       8.08   **7.66**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before cross flooding Deep Tanks #2
    P/S and before Roll Stabilization Tank is dumped.

Cond C-5 Accommodations, perm = 0.95 (230)

  ------- ------ -------- ---------- -------- -------- -------- -------- ----------
  Draft   Trim   KG-eq    KG-range   KG-min   KG-min   KG-min   KG-ML    Limiting
                                     GZ       Area     abv HZ            KG

  5.2     0.0    \-       7.86       7.48     7.65     7.57     7.71     **7.48**

  5.4     0.0    \-       7.90       7.53     7.70     7.63     7.77     **7.53**

  5.6     0.0    \-       8.00       7.59     7.80     7.70     7.86     **7.59**

  5.8     0.0    \-       8.02       7.64     7.82     7.76     8.21     **7.64**

  6.0     0.0    \-       8.05       7.67     7.84     7.80     8.01     **7.67**

  6.2     0.0    \-       8.11       7.69     7.84     7.82     8.05     **7.69**
  ------- ------ -------- ---------- -------- -------- -------- -------- ----------

[Frames 29 -- 39 (Zone D)]{.underline}

Summary

Condition D includes Double Bottom Tanks #3 P/S, the Stores space,
Sewage Treatment Room, and Sewage Holding Tank located above the tank
top, and the Accommodations located above these spaces. Double Bottom
Tank #3 CL and the Fresh Water Tanks are not damaged as they are located
inboard of B/5. Cross-flooding of DB #3 P/S is required, and can be
automatic as top of tank is well below waterline. The Roll Stabilization
Tank must be dumped for any damage in this zone other than to just the
Deep Tank.

Condition D-4 is the overall limiting stability condition for the
FRV40-1. There is the potential that the allowable KG for this condition
could be increased, if necessary by relocating the Sewage Holding Tank.

Roll Tank Dumped

  ----------- ----------- ----------- ----------- ----------- -----------
  Draft       D-1         D-2         D-3         D-4         D-5

  5.2         7.69        7.38        7.42        **7.28**    7.42

  5.4         7.76        7.45        7.50        **7.32**    7.47

  5.6         7.84        7.53        7.58        **7.43**    7.53

  5.8         7.91        7.61        7.65        **7.51**    7.60

  6.0         7.97        7.67        7.71        **7.58**    7.64

  6.2         8.01        7.71        7.76        **7.63**    7.68
  ----------- ----------- ----------- ----------- ----------- -----------

Roll Tank Not Dumped

  ----------- ----------- ----------- ----------- ----------- -----------
  Draft       D-1         D-2         D-3         D-4         D-5

  5.2                     7.20        7.25        **7.07**    7.25

  5.4                     7.30        7.32        **6.96**    7.29

  5.6                     7.39        7.42        **7.24**    7.36

  5.8                     7.47        7.50        **7.34**    7.42

  6.0                     7.52        7.56        **7.42**    7.48

  6.2                     7.54        7.59        **7.47**    7.52
  ----------- ----------- ----------- ----------- ----------- -----------

Cond D-1: DB #3 P/S, perm = 0.95 (300)

  ------- ------ -------- ---------- -------- -------- -------- -------- ----------
  Draft   Trim   KG-eq    KG-range   KG-min   KG-min   KG-min   KG-ML    Limiting
                                     GZ       Area     abv HZ            KG

  5.2     0.0    \-       8.09       7.69     7.85     7.78     7.98     7.69

  5.4     0.0    \-       8.21       7.76     7.93     7.86     8.08     7.76

  5.6     0.0    \-       8.23       7.84     8.01     7.95     8.18     7.84

  5.8     0.0    \-       8.34       7.91     8.10     8.03     8.26     7.91

  6.0     0.0    \-       8.35       7.97     8.13     8.10     8.33     7.97

  6.2     0.0    \-       8.41       8.01     8.20     8.15     8.39     8.01
  ------- ------ -------- ---------- -------- -------- -------- -------- ----------

Cond D-2: DB #3 P/S, perm = 0.95 (300)

Stores, tank top S, perm = 0.60 (320)

Access, tank top CL, perm = 0.95 (330, 331)

Sewage Treatment Room, tank top P, perm = 0.85 (340)

Void, tank top P, perm = 0.95 (350)

Accommodations, 2^nd^ deck, perm = 0.95 (370)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     0.0    7.23    7.43       7.23     7.20     7.30     7.50    7.20       7.58   **7.38**

  5.4     0.0    7.31    7.50       7.31     7.30     7.38     7.58    7.30       7.66   **7.45**

  5.6     0.0    7.43    7.58       7.39     7.40     7.47     7.67    7.39       7.72   **7.53**

  5.8     0.0    7.53    7.65       7.47     7.50     7.56     7.75    7.47       7.78   **7.61**

  6.0     0.0    7.60    7.69       7.52     7.54     7.62     7.81    7.52       7.82   **7.67**

  6.2     0.0    7.66    7.70       7.54     7.60     7.66     7.86    7.54       7.82   **7.71**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

Cond D-3: DB #3 P/S, perm = 0.95 (310)

Stores, tank top S, perm = 0.60 (320)

Access, tank top CL, perm = 0.95 (330, 331)

Sewage Treatment Room, tank top P, perm = 0.85 (340)

Void, tank top P, perm = 0.95 (350)

Sewage Tank, tank top, perm = 0.95

Accommodations, 2^nd^ deck, perm = 0.95 (370)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     0.0    7.40    7.51       7.25     7.30     7.33     7.26    7.25       7.63   **7.42**

  5.4     0.0    7.48    7.57       7.32     7.35     7.42     7.32    7.32       7.68   **7.50**

  5.6     0.0    7.58    7.71       7.42     7.45     7.51     7.41    7.42       7.75   **7.58**

  5.8     0.0    7.67    7.73       7.50     7.54     7.60     7.49    7.50       7.81   **7.65**

  6.0     0.0    7.74    7.80       7.56     7.60     7.66     7.56    7.56       7.86   **7.71**

  6.2     0.0    7.79    7.78       7.59     7.64     7.71     7.60    7.59       7.87   **7.76**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

Cond D-4: Stores, tank top S, perm = 0.60 (320)

Access, tank top CL, perm = 0.95 (330, 331)

Sewage Treatment Room, tank top P, perm = 0.85 (340)

Void, tank top P, perm = 0.95 (350)

Sewage Tank, tank top, perm = 0.95

Accommodations, 2^nd^ deck, perm = 0.95 (370)

(DB tanks not damaged)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     0.0    7.30    7.31       7.07     7.13     7.15     7.40    7.07       7.45   **7.28**

  5.4     0.0    7.38    6.96       7.12     7.01     7.22     7.04    6.96       7.32   **7.32**

  5.6     0.0    7.50    7.54       7.24     7.31     7.34     7.56    7.24       7.57   **7.43**

  5.8     0.0    7.58    7.63       7.34     7.40     7.44     7.65    7.34       7.65   **7.51**

  6.0     0.0    7.63    7.70       7.42     7.50     7.53     7.73    7.42       7.72   **7.58**

  6.2     0.0    7.66    7.71       7.47     7.52     7.58     7.79    7.47       7.75   **7.63**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

Cond D-5: Sewage Tank, P tank top, perm = 0.95

Accommodations, 2^nd^ deck, perm = 0.95 (370)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     0.0    7.59    7.60       7.25     7.35     7.33     7.53    7.25       7.63   **7.42**

  5.4     0.0    7.65    7.60       7.29     7.40     7.38     7.59    7.29       7.65   **7.47**

  5.6     0.0    7.72    7.70       7.36     7.50     7.46     7.67    7.36       7.69   **7.53**

  5.8     0.0    7.74    7.73       7.42     7.51     7.53     7.74    7.42       7.73   **7.60**

  6.0     0.0    7.72    7.74       7.48     7.54     7.59     7.79    7.48       7.78   **7.64**

  6.2     0.0    7.67    7.72       7.52     7.60     7.63     7.83    7.52       7.80   **7.68**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

[Frames 39 -- 49 (Zone E)]{.underline}

Summary

Zone E includes Double Bottom Tanks #4 P/S, the Auxiliary Machinery
Space, and the Accommodations above the Auxiliary Machinery Space.
Double Bottom Tank #4 CL and the Centerboard Trunk are not damaged as
they are inside B/5. Cross-flooding of DB #4 P/S is required, and can be
automatic as top of tank is well below waterline.

Roll Tank Dumped

  ----------------- ----------------- ----------------- -----------------
  Draft             E-1               E-2               E-3

  5.2               8.04              7.52              **7.37**

  5.4               8.09              7.61              **7.36**

  5.6               8.16              7.71              **7.44**

  5.8               8.22              7.81              **7.52**

  6.0               8.27              7.88              **7.61**

  6.2               8.31              7.94              **7.69**
  ----------------- ----------------- ----------------- -----------------

Roll Tank Not Dumped

  ----------------- ----------------- ----------------- -----------------
  Draft             E-1               E-2               E-3

  5.2               7.84              7.32              **6.99**

  5.4               7.90              7.41              **7.09**

  5.6               7.97              7.52              **7.22**

  5.8               8.03              7.61              **7.33**

  6.0               8.07              7.68              **7.42**

  6.2               8.10              7.74              **7.49**
  ----------------- ----------------- ----------------- -----------------

Cond E-1: DB #4 P/S, perm = 0.95 (400.410)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     0.0    \-      8.30       7.84     8.00     7.93     8.04    7.84       8.22   **8.04**

  5.4     0.0    \-      8.29       7.90     8.06     8.00     8.15    7.90       8.26   **8.09**

  5.6     0.0    \-      8.43       7.97     8.13     8.08     8.27    7.97       8.30   **8.16**

  5.8     0.0    \-      8.51       8.03     8.20     8.15     8.37    8.03       8.34   **8.22**

  6.0     0.0    \-      8.50       8.07     8.23     8.20     8.43    8.07       8.37   **8.27**

  6.2     0.0    \-      8.48       8.10     8.25     8.24     8.48    8.10       8.38   **8.31**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

.

Cond E-2: DB #4 P/S, perm = 0.95 (400,410)

Auxiliary Machinery Room, tank top CL, perm = 0.85 (420,421)

Accommodations, 2^nd^ deck, perm = 0.95 (430,431)

Note: Centerboard trunk is not damaged

.

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     0.0    \-      7.80       7.32     7.50     7.41     7.65    7.32       7.70   **7.52**

  5.4     0.0    \-      7.79       7.41     7.60     7.51     7.75    7.41       7.77   **7.61**

  5.6     0.0    \-      8.00       7.52     7.70     7.63     7.87    7.52       7.85   **7.71**

  5.8     0.0    \-      8.00       7.61     7.80     7.73     7.98    7.61       7.92   **7.81**

  6.0     0.0    \-      8.10       7.68     7.83     7.81     8.07    7.68       7.98   **7.88**

  6.2     0.0    \-      8.11       7.74     7.90     7.88     8.14    7.74       8.02   **7.94**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

Cond E-3: Auxiliary Machinery Room, tank top CL, perm = 0.85 (420,421)

Accommodations, 2^nd^ deck, perm = 0.95 (430,431)

Note: Centerboard trunk is not damaged

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ---------- ----------
                                                                       Limiting              
                                                                       KG -before            
                                                                       dump                  

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with dump  Earlier
                                    GZ       Area     abv HZ           dump                  KG\*

  5.2     0.0    \-      8.01       6.99     7.23     7.08     7.40    6.99       **7.37**   8.01

  5.4     0.0    \-      7.48       7.09     7.30     7.19     7.47    7.09       7.45       **7.36**

  5.6     0.0    \-      7.60       7.22     7.40     7.33     7.57    7.22       7.55       **7.44**

  5.8     0.0    \-      7.74       7.33     7.50     7.45     7.68    7.33       7.64       **7.52**

  6.0     0.0    \-      7.80       7.42     7.60     7.55     7.79    7.42       7.72       **7.61**

  6.2     0.0    \-      7.86       7.49     7.63     7.63     7.88    7.49       7.77       **7.69**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ---------- ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

[Frames 49 -- 72 (Zone F)]{.underline}

# Summary

Zone F involves the flooding of the main machinery space. The only
off-center flooding is the result of the small fuel day tank located P/S
in the aft end of the compartment. The machinery space double bottom
(below the 1 m flat) will contain miscellaneous tanks that have not been
fully defined at this time. For the purpose of this analysis it was
assumed that these tanks would be inboard 2.5 m off centerline and
therefore not subject to damage.

  ----------------------- ----------------------- -----------------------
  Draft                   F-1                     F-2

  5.2                     7.85                    **7.81**

  5.4                     7.88                    **7.85**

  5.6                     7.88                    **7.86**

  5.8                     7.85                    **7.82**

  6.0                     7.77                    **7.76**

  6.2                     7.67                    **7.66**
  ----------------------- ----------------------- -----------------------

Cond F-1: Machinery space, perm = 0.85 (450, 451,452,453)

Fuel day tank S, perm = 0.95 (460)

Machinery DB, perm = 0.95 (470)

  ------- ------ -------- ---------- -------- -------- -------- -------- ----------
  Draft   Trim   KG-eq    KG-range   KG-min   KG-min   KG-min   KG-ML    Limiting
                                     GZ       Area     abv HZ            KG

  5.2     0.0    8.21     8.14       7.85     7.95     8.33     8.19     **7.85**

  5.4     0.0    8.21     8.13       7.88     8.00     8.36     8.24     **7.88**

  5.6     0.0    8.21     8.10       7.88     7.95     8.28     8.27     **7.88**

  5.8     0.0    8.21     8.02       7.85     7.90     8.21     8.27     **7.85**

  6.0     0.0    8.20     7.90       7.77     7.80     8.10     8.25     **7.77**

  6.2     0.0    8.21     7.74       7.67     7.70     7.98     8.22     **7.67**
  ------- ------ -------- ---------- -------- -------- -------- -------- ----------

Cond F-2: Machinery space, perm = 0.85 (450, 451,452,453)

Fuel day tank S, perm = 0.95 (460)

  ------- ------ -------- ---------- -------- -------- -------- -------- ----------
  Draft   Trim   KG-eq    KG-range   KG-min   KG-min   KG-min   KG-ML    Limiting
                                     GZ       Area     abv HZ            KG

  5.2     0.0    8.18     8.11       7.81     7.92     8.30     8.15     **7.81**

  5.4     0.0    8.18     8.21       7.85     7.94     8.30     8.21     **7.85**

  5.6     0.0    8.18     8.08       7.86     7.93     8.26     8.24     **7.86**

  5.8     0.0    8.18     8.01       7.82     7.90     8.21     8.25     **7.82**

  6.0     0.0    8.18     7.88       7.76     7.80     8.10     8.23     **7.76**

  6.2     0.0    8.18     7.73       7.66     7.70     7.98     8.20     **7.66**
  ------- ------ -------- ---------- -------- -------- -------- -------- ----------

[Frames 39 -- 49 (Zone G)]{.underline}

Summary

Zone G includes Deep Tank #5 P/S and the Stores and Oceanographic Winch
space on the 2^nd^ deck. The void (in the skeg) on centerline is not
damaged as it is inside B/5. However the Scientific Stores area on
centerline below the 2^nd^ deck is flooded when the space above it is
damaged.

There are two recess in the bulkhead between this Zone and the Machinery
Space. On the 2^nd^ deck level the recess adds additional volume to Zone
G. On the level between the Tank Top and the 2^nd^ Deck the recess
reduces the volume of Zone G. Both recess are inside of B/5.

Cross flooding of the Deep Tanks is not required. However the Roll
Stabilization Tank must be dumped when both the Deep Tank and the space
above it are flooded.

Roll Tank Dumped

  ----------------- ----------------- ----------------- -----------------
  Draft             G-1               G-2               G-3

  5.2               **7.35**          7.50              7.48

  5.4               **7.41**          7.59              7.53

  5.6               **7.49**          7.65              7.59

  5.8               **7.57**          7.68              7.63

  6.0               **7.62**          7.70              7.65

  6.2               **7.66**          7.62              7.73
  ----------------- ----------------- ----------------- -----------------

Roll Tank Not Dumped

  ----------------- ----------------- ----------------- -----------------
  Draft             G-1               G-2               G-3

  5.2                                 **7.34**          

  5.4                                 **7.39**          

  5.6                                 **7.42**          

  5.8                                 **7.41**          

  6.0                                 **7.38**          

  6.2                                 **7.34**          
  ----------------- ----------------- ----------------- -----------------

Cond G-1: DB #5 S, perm = 0.95 (500)

  ------- ------ -------- ---------- -------- -------- -------- -------- ----------
  Draft   Trim   KG-eq    KG-range   KG-min   KG-min   KG-min   KG-ML    Limiting
                                     GZ       Area     abv HZ            KG

  5.2     0.0    7.35     7.65       7.50     7.41     7.57     7.75     **7.35**

  5.4     0.0    7.41     7.73       7.57     7.50     7.64     7.81     **7.41**

  5.6     0.0    7.49     7.81       7.65     7.60     7.72     7.89     **7.49**

  5.8     0.0    7.57     7.83       7.71     7.61     7.79     7.96     **7.57**

  6.0     0.0    7.62     8.00       7.74     7.70     7.83     8.01     **7.62**

  6.2     0.0    7.66     7.88       7.77     7.74     7.87     8.05     **7.66**
  ------- ------ -------- ---------- -------- -------- -------- -------- ----------

Cond G-2: DB #5 S, perm = 0.95 (500)

Winch Room / Stores, 2^nd^ deck, perm = 0.85 (520,521)

Machy space recess, 2^nd^ deck, perm = 0.95 (454, 455)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ---------- ----------
                                                                       Limiting              
                                                                       KG -before            
                                                                       dump                  

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with dump  Earlier
                                    GZ       Area     abv HZ           dump                  KG\*

  5.2     0.0    7.36    7.50       7.39     7.34     7.46     7.66    7.34       7.72       **7.50**

  5.4     0.0    7.39    7.59       7.45     7.40     7.53     7.71    7.39       7.75       **7.59**

  5.6     0.0    7.42    7.70       7.52     7.44     7.60     7.76    7.42       7.75       **7.65**

  5.8     0.0    7.41    7.70       7.55     7.50     7.63     7.81    7.41       7.72       **7.68**

  6.0     0.0    7.38    7.68       7.56     7.51     7.65     7.83    7.38       7.68       **7.70**

  6.2     0.0    7.34    7.63       7.54     7.51     7.65     7.81    7.34       **7.62**   7.69
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ---------- ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

Cond G-3: Winch Room / Stores, 2^nd^ deck, perm = 0.85 (520)

Machy space recess, tank top, perm = -0.95 (454, 455)

  ------- ------ -------- ---------- -------- -------- -------- -------- ----------
  Draft   Trim   KG-eq    KG-range   KG-min   KG-min   KG-min   KG-ML    Limiting
                                     GZ       Area     abv HZ            KG

  5.2     0.0    \-       8.01       7.48     7.70     7.57     7.76     **7.48**

  5.4     0.0    \-       7.91       7.53     7.72     7.63     7.82     **7.53**

  5.6     0.0    \-       7.97       7.59     7.80     7.70     7.89     **7.59**

  5.8     0.0    \-       8.01       7.63     7.81     7.75     7.96     **7.63**

  6.0     0.0    \-       8.04       7.65     7.82     7.78     8.01     **7.65**

  6.2     0.0    8.02     8.03       7.73     7.81     7.84     8.05     **7.73**
  ------- ------ -------- ---------- -------- -------- -------- -------- ----------

[Frames 29 -- 39 (Zone H)]{.underline}

Summary

Zone H includes both pairs of Deep Tanks #6 P/S (forward and aft) and
the Trawl Winch Room. The void inboard of the Deep Tanks is not flooded
as it is inboard of B/5. Since the length of each Deep Tank exceeds the
minimum damage length they are not considered to both be damaged at the
same time.

Roll Tank Dumped

  ----------- ----------- ----------- ----------- ----------- -----------
  Draft       H-1         H-2         H-3         H-4         H-5

  5.2         7.69        7.72        **7.60**    7.66        7.70

  5.4         7.76        7.79        **7.64**    7.68        7.74

  5.6         7.84        7.87        **7.67**    7.70        7.77

  5.8         7.91        7.94        **7.67**    7.71        7.75

  6.0         7.96        8.00        **7.66**    7.70        7.74

  6.2         8.01        8.04        **7.61**    7.66        7.71
  ----------- ----------- ----------- ----------- ----------- -----------

Roll Tank Not Dumped

  ----------- ----------- ----------- ----------- ----------- -----------
  Draft       H-1         H-2         H-3         H-4         H-5

  5.2         7.48        7.51        7.41        7.47        7.50

  5.4         7.56        7.58        7.44        7.49        7.53

  5.6         7.65        7.66        7.46        7.50        7.55

  5.8         7.74        7.75        7.48        7.50        7.55

  6.0         7.80        7.81        7.50        7.50        7.52

  6.2         7.85        7.86        7.45        7.50        7.48
  ----------- ----------- ----------- ----------- ----------- -----------

Cond H-1: DT #6F --S, perm = 0.95 (600)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     0.0    7.83    7.81       7.48     7.61     7.56     7.83    7.48       7.86   **7.69**

  5.4     0.0    7.86    7.90       7.56     7.70     7.65     7.88    7.56       7.92   **7.76**

  5.6     0.0    7.93    7.93       7.65     7.74     7.75     7.97    7.65       7.98   **7.84**

  5.8     0.0    7.98    8.01       7.74     7.81     7.84     8.04    7.74       8.05   **7.91**

  6.0     0.0    8.02    8.06       7.80     7.90     7.91     8.11    7.80       8.10   **7.96**

  6.2     0.0    8.04    8.10       7.85     7.90     7.96     8.16    7.85       8.13   **8.01**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

Cond H-2: DT #6A --S, perm = 0.95 (610)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     0.0    \-      7.91       7.51     7.70     7.60     7.83    7.51       7.89   **7.72**

  5.4     0.0    8.02    8.01       7.58     7.74     7.68     7.91    7.58       7.94   **7.79**

  5.6     0.0    8.08    8.02       7.66     7.81     7.77     7.99    7.66       7.99   **7.87**

  5.8     0.0    8.13    8.10       7.75     7.90     7.86     8.08    7.75       8.06   **7.94**

  6.0     0.0    8.17    8.14       7.81     7.93     7.93     8.15    7.81       8.11   **8.00**

  6.2     0.0    8.18    8.16       7.86     8.00     7.99     8.20    7.86       8.14   **8.04**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

Cond H-3: DT #6F --S, perm = 0.95 (600)

Winch Room, perm = 0.85 (620)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     0.0    7.83    7.80       7.41     7.56     7.50     7.72    7.41       7.79   **7.60**

  5.4     0.0    7.86    7.79       7.44     7.60     7.53     7.76    7.44       7.80   **7.64**

  5.6     0.0    7.86    7.85       7.46     7.60     7.57     7.79    7.46       7.79   **7.67**

  5.8     0.0    7.79    7.79       7.48     7.60     7.59     7.81    7.48       7.79   **7.67**

  6.0     0.0    7.66    7.80       7.50     7.53     7.61     7.80    7.50       7.80   **7.66**

  6.2     0.0    7.51    7.60       7.45     7.50     7.56     7.74    7.45       7.73   **7.61**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

Cond H-4: DT #6A --S, perm = 0.95 (610)

Winch Room, perm = 0.85 (620)

  ------- ------ -------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                        Limiting          
                                                                        KG -before        
                                                                        dump              

  Draft   Trim   KG-eq    KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                     GZ       Area     abv HZ           dump       dump   KG\*

  5.2     0.0    999.00   7.85       7.47     7.64     7.56     7.74    7.47       7.85   **7.66**

  5.4     0.0    8.02     8.00       7.49     7.70     7.59     7.79    7.49       7.85   **7.68**

  5.6     0.0    8.03     7.89       7.50     7.70     7.61     7.83    7.50       7.83   **7.70**

  5.8     0.0    7.96     7.86       7.50     7.70     7.62     7.85    7.50       7.81   **7.71**

  6.0     0.0    7.83     7.83       7.50     7.61     7.62     7.85    7.50       7.80   **7.70**

  6.2     0.0    7.67     7.69       7.50     7.54     7.61     7.80    7.50       7.78   **7.66**
  ------- ------ -------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

Cond H-5: Winch Room, perm = 0.85 (620)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     0.0    \-      7.90       7.50     7.70     7.59     7.76    7.50       7.88   **7.70**

  5.4     0.0    \-      7.91       7.53     7.71     7.63     7.81    7.53       7.89   **7.74**

  5.6     0.0    \-      7.93       7.55     7.75     7.66     7.85    7.55       7.88   **7.77**

  5.8     0.0    \-      8.00       7.55     7.75     7.67     7.88    7.55       7.86   **7.75**

  6.0     0.0    \-      7.92       7.52     7.70     7.65     7.89    7.52       7.82   **7.74**

  6.2     0.0    \-      7.82       7.48     7.63     7.62     7.87    7.48       7.76   **7.71**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

2.h. Damage Condition Summaries With Trim

[Frames 29 -- 39 (Zone D) -- Trim by Bow]{.underline}

Summary

A before damage trim of 0.5 meters reduces the allowable KG for this
condition by about 0.1 meters. This is because the broad transom, which
emerges from the water as the vessel trims by the bow, adds noticeable
stability at small heel angles.

Roll Tank Dumped

  ----------- ----------- ----------- ----------- ----------- -----------
  Draft       D-1         D-2         D-3         D-4         D-5

  5.2         7.59        7.38        7.34        **7.13**    7.32

  5.4         7.64        7.45        7.40        **7.23**    7.36

  5.6         7.70        7.53        7.47        **7.30**    7.41

  5.8         7.78        7.61        7.53        **7.38**    7.46

  6.0         7.86        7.67        7.60        **7.46**    7.52

  6.2         7.92        7.71        7.65        **7.52**    7.57
  ----------- ----------- ----------- ----------- ----------- -----------

Roll Tank Not Dumped

  ----------- ----------- ----------- ----------- ----------- -----------
  Draft       D-1         D-2         D-3         D-4         D-5

  5.2                     7.08        7.17        **6.98**    7.14

  5.4                     7.14        7.23        **7.05**    7.17

  5.6                     7.22        7.31        **7.13**    7.22

  5.8                     7.33        7.39        **7.22**    7.28

  6.0                     7.40        7.44        **7.31**    7.36

  6.2                     7.44        7.48        **7.37**    7.42
  ----------- ----------- ----------- ----------- ----------- -----------

Cond D-1: DB #3 P/S, perm = 0.95 (300)

  ------- ------ -------- ---------- -------- -------- -------- -------- ----------
  Draft   Trim   KG-eq    KG-range   KG-min   KG-min   KG-min   KG-ML    Limiting
                                     GZ       Area     abv HZ            KG

  5.2     -0.5   \-       7.96       7.59     7.74     7.67     7.92     **7.59**

  5.4     -0.5   \-       8.01       7.64     7.80     7.73     7.99     **7.64**

  5.6     -0.5   \-       8.11       7.70     7.90     7.81     8.07     **7.70**

  5.8     -0.5   \-       8.20       7.78     7.95     7.90     8.15     **7.78**

  6.0     -0.5   \-       8.28       7.86     8.02     7.98     8.23     **7.86**

  6.2     -0.5   \-       8.30       7.92     8.10     8.05     8.30     **7.92**
  ------- ------ -------- ---------- -------- -------- -------- -------- ----------

Cond D-2: DB #3 P/S, perm = 0.95 (300)

Stores, tank top S, perm = 0.60 (320)

Access, tank top CL, perm = 0.95 (330, 331)

Sewage Treatment Room, tank top P, perm = 0.85 (340)

Void, tank top P, perm = 0.95 (350)

Accommodations, 2^nd^ deck, perm = 0.95 (370)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     -0.5   7.08    7.40       7.21     7.14     7.26     7.44    7.08       7.46   **7.34**

  5.4     -0.5   7.14    7.39       7.22     7.20     7.29     7.47    7.14       7.50   **7.35**

  5.6     -0.5   7.22    7.50       7.28     7.23     7.36     7.53    7.22       7.55   **7.41**

  5.8     -0.5   7.33    7.51       7.34     7.33     7.43     7.61    7.33       7.64   **7.49**

  6.0     -0.5   7.46    7.57       7.40     7.41     7.50     7.69    7.40       7.70   **7.55**

  6.2     -0.5   7.56    7.60       7.44     7.50     7.55     7.75    7.44       7.72   **7.60**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

Cond D-3: DB #3 P/S, perm = 0.95 (310)

Stores, tank top S, perm = 0.60 (320)

Access, tank top CL, perm = 0.95 (330, 331)

Sewage Treatment Room, tank top P, perm = 0.85 (340)

Void, tank top P, perm = 0.95 (350)

Sewage Tank, tank top, perm = 0.95

Accommodations, 2^nd^ deck, perm = 0.95 (370)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     -0.5   7.26    7.40       7.17     7.20     7.26     7.46    7.17       7.55   **7.34**

  5.4     -0.5   7.31    7.46       7.24     7.23     7.33     7.52    7.23       7.59   **7.40**

  5.6     -0.5   7.39    7.60       7.32     7.31     7.41     7.59    7.31       7.64   **7.47**

  5.8     -0.5   7.48    7.61       7.39     7.40     7.47     7.66    7.39       7.70   **7.53**

  6.0     -0.5   7.60    7.64       7.44     7.50     7.54     7.75    7.44       7.74   **7.60**

  6.2     -0.5   7.69    7.68       7.48     7.54     7.60     7.82    7.48       7.76   **7.65**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

Cond D-4: Stores, tank top S, perm = 0.60 (320)

Access, tank top CL, perm = 0.95 (330, 331)

Sewage Treatment Room, tank top P, perm = 0.85 (340)

Void, tank top P, perm = 0.95 (350)

Sewage Tank, tank top, perm = 0.95

Accommodations, 2^nd^ deck, perm = 0.95 (370)

(DB tanks not damaged)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     -0.5   7.14    7.17       6.98     7.02     7.07     7.30    6.98       7.36   **7.13**

  5.4     -0.5   7.21    7.23       7.05     7.10     7.15     7.36    7.05       7.41   **7.23**

  5.6     -0.5   7.28    7.40       7.13     7.15     7.23     7.43    7.13       7.46   **7.30**

  5.8     -0.5   7.38    7.50       7.22     7.25     7.32     7.52    7.22       7.53   **7.38**

  6.0     -0.5   7.48    7.60       7.31     7.34     7.41     7.61    7.31       7.61   **7.46**

  6.2     -0.5   7.55    7.58       7.37     7.41     7.48     7.68    7.37       7.65   **7.52**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

Cond D-5: Sewage Tank, P tank top, perm = 0.95

Accommodations, 2^nd^ deck, perm = 0.95 (370)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     -0.5   7.41    7.43       7.14     7.22     7.21     7.44    7.14       7.55   **7.32**

  5.4     -0.5   7.44    7.46       7.17     7.25     7.26     7.48    7.17       7.59   **7.36**

  5.6     -0.5   7.48    7.51       7.22     7.30     7.31     7.53    7.22       7.64   **7.41**

  5.8     -0.5   7.53    7.53       7.28     7.35     7.39     7.60    7.28       7.70   **7.46**

  6.0     -0.5   7.55    7.61       7.36     7.40     7.47     7.66    7.36       7.74   **7.52**

  6.2     -0.5   7.55    7.70       7.42     7.44     7.52     7.71    7.42       7.76   **7.57**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

[Frames 49 -- 72 (Zone F) -- Trim by Stern]{.underline}

# Summary

A before damage trim of 1.0 meters by the stern the allowable KG for
this condition by about 0.2 meters. The loss of freeboard aft reduces
the residual righting arms.

  ----------------------- ----------------------- -----------------------
  Draft                   F-1                     F-2

  5.2                     7.97                    7.94

  5.4                     7.93                    7.90

  5.6                     7.85                    7.83

  5.8                     7.71                    7.70

  6.0                     7.55                    7.53

  6.2                     7.33                    7.33
  ----------------------- ----------------------- -----------------------

Cond F-1: Machinery space, perm = 0.85 (450, 451,452,453)

Fuel day tank S, perm = 0.95 (460)

Machinery DB, perm = 0.95 (470)

  ------- ------ -------- ---------- -------- -------- -------- -------- ----------
  Draft   Trim   KG-eq    KG-range   KG-min   KG-min   KG-min   KG-ML    Limiting
                                     GZ       Area     abv HZ            KG

  5.2     1.0    8.31     8.22       7.97     8.10     8.05     8.35     7.97

  5.4     1.0    8.28     8.15       7.93     8.01     8.03     8.34     7.93

  5.6     1.0    8.26     8.05       7.85     7.91     7.98     8.29     7.85

  5.8     1.0    8.24     7.89       7.71     7.80     7.88     8.23     7.71

  6.0     1.0    8.20     7.66       7.55     7.60     7.75     8.12     7.55

  6.2     1.0    8.08     7.41       7.33     7.40     7.57     7.99     7.33
  ------- ------ -------- ---------- -------- -------- -------- -------- ----------

Cond F-2: Machinery space, perm = 0.85 (450, 451,452,453)

Fuel day tank S, perm = 0.95 (460)

  ------- ------ -------- ---------- -------- -------- -------- -------- ----------
  Draft   Trim   KG-eq    KG-range   KG-min   KG-min   KG-min   KG-ML    Limiting
                                     GZ       Area     abv HZ            KG

  5.2     1.0    8.29     8.20       7.94     8.03     8.03     8.35     7.94

  5.4     1.0    8.26     8.14       7.90     8.00     8.01     8.34     7.90

  5.6     1.0    8.23     8.03       7.83     7.90     7.96     8.29     7.83

  5.8     1.0    8.21     7.87       7.70     7.80     7.86     8.23     7.70

  6.0     1.0    8.18     7.65       7.53     7.60     7.73     8.12     7.53

  6.2     1.0    8.07     7.41       7.33     7.40     7.56     7.99     7.33
  ------- ------ -------- ---------- -------- -------- -------- -------- ----------

[Frames 29 -- 39 (Zone H) -- Trim by Stern]{.underline}

Summary

A before damage trim of 1.0 meters by the stern the allowable KG for
this condition by about 0.2 meters. The loss of freeboard aft reduces
the residual righting arms.

Roll Tank Dumped

  ----------- ----------- ----------- ----------- ----------- -----------
  Draft       H-1         H-2         H-3         H-4         H-5

  5.2         7.98        8.04        **7.77**    7.86        7.98

  5.4         8.04        8.10        **7.78**    7.82        7.90

  5.6         8.09        8.13        **7.74**    7.79        7.83

  5.8         8.12        8.16        **7.68**    7.73        7.79

  6.0         8.15        8.18        **7.58**    7.64        7.70

  6.2         8.16        8.17        **7.45**    7.51        7.58
  ----------- ----------- ----------- ----------- ----------- -----------

Roll Tank Not Dumped

  ----------- ----------- ----------- ----------- ----------- -----------
  Draft       H-1         H-2         H-3         H-4         H-5

  5.2         7.81        7.85        7.60        7.66        7.71

  5.4         7.88        7.92        7.59        7.63        7.68

  5.6         7.93        7.96        7.59        7.61        7.63

  5.8         7.97        7.99        7.53        7.58        7.56

  6.0         7.98        8.01        7.42        7.48        7.48

  6.2         7.96        8.00        7.28        7.34        7.38
  ----------- ----------- ----------- ----------- ----------- -----------

Cond H-1: DT #6F --S, perm = 0.95 (600)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     1.0    8.16    8.12       7.81     7.92     7.89     8.06    7.81       8.19   **7.98**

  5.4     1.0    8.18    8.17       7.88     8.00     7.97     8.15    7.88       8.24   **8.04**

  5.6     1.0    8.19    8.22       7.93     8.01     8.02     8.23    7.93       8.26   **8.09**

  5.8     1.0    8.19    8.22       7.97     8.03     8.07     8.28    7.97       8.28   **8.12**

  6.0     1.0    8.17    8.19       7.98     8.03     8.08     8.30    7.98       8.28   **8.15**

  6.2     1.0    8.16    8.15       7.96     8.01     8.08     8.29    7.96       8.24   **8.16**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

Cond H-2: DT #6A --S, perm = 0.95 (610)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     1.0    8.32    8.19       7.85     8.00     7.94     8.07    7.85       8.23   **8.04**

  5.4     1.0    8.35    8.27       7.92     8.05     8.01     8.17    7.92       8.28   **8.10**

  5.6     1.0    8.35    8.31       7.96     8.10     8.06     8.26    7.96       8.29   **8.13**

  5.8     1.0    8.34    8.29       7.99     8.10     8.10     8.32    7.99       8.30   **8.16**

  6.0     1.0    8.32    8.28       8.01     8.10     8.12     8.35    8.01       8.31   **8.18**

  6.2     1.0    8.29    8.33       8.00     8.10     8.12     8.35    8.00       8.28   **8.17**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

Cond H-3: DT #6F --S, perm = 0.95 (600)

Winch Room, perm = 0.85 (620)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     1.0    8.04    7.93       7.60     7.74     7.68     7.90    7.60       7.98   **7.77**

  5.4     1.0    7.91    7.91       7.59     7.70     7.68     7.92    7.59       7.95   **7.78**

  5.6     1.0    7.73    7.81       7.59     7.61     7.69     7.88    7.59       7.92   **7.74**

  5.8     1.0    7.54    7.69       7.53     7.53     7.63     7.77    7.53       7.84   **7.68**

  6.0     1.0    7.43    7.56       7.42     7.43     7.53     7.61    7.42       7.72   **7.58**

  6.2     1.0    7.40    7.44       7.28     7.32     7.40     7.44    7.28       7.56   **7.45**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

Cond H-4: DT #6A --S, perm = 0.95 (610)

Winch Room, perm = 0.85 (620)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     1.0    8.23    8.02       7.66     7.84     7.75     7.93    7.66       8.04   **7.86**

  5.4     1.0    8.10    7.99       7.63     7.80     7.73     7.97    7.63       7.99   **7.82**

  5.6     1.0    7.91    7.91       7.61     7.70     7.71     7.95    7.61       7.94   **7.79**

  5.8     1.0    7.72    7.80       7.58     7.61     7.68     7.86    7.58       7.89   **7.73**

  6.0     1.0    7.59    7.65       7.48     7.51     7.59     7.72    7.48       7.78   **7.64**

  6.2     1.0    7.54    7.60       7.34     7.40     7.47     7.58    7.34       7.62   **7.51**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

Cond H-5: Winch Room, perm = 0.85 (620)

  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------
                                                                       Limiting          
                                                                       KG -before        
                                                                       dump              

  Draft   Trim   KG-eq   KG-range   KG-min   KG-min   KG-min   KG-ML   without    with   Earlier
                                    GZ       Area     abv HZ           dump       dump   KG\*

  5.2     1.0    \-      8.09       7.71     7.92     7.82     7.95    7.71       8.09   **7.98**

  5.4     1.0    \-      8.07       7.68     7.90     7.79     7.99    7.68       8.04   **7.90**

  5.6     1.0    \-      8.05       7.63     7.80     7.75     8.00    7.63       7.96   **7.83**

  5.8     1.0    \-      7.86       7.56     7.70     7.68     7.95    7.56       7.87   **7.79**

  6.0     1.0    \-      7.76       7.48     7.60     7.61     7.84    7.48       7.78   **7.70**

  6.2     1.0    \-      7.66       7.38     7.50     7.52     7.70    7.38       7.66   **7.58**
  ------- ------ ------- ---------- -------- -------- -------- ------- ---------- ------ ----------

-   Earlier KG for this condition is before Roll Stabilization Tank is
    dumped.

2.i. Damage Condition D-4

Ship- FRV40-1 6-30-99 Number- 1 7/ 8/99

DAMG Ver. 1.07

DAMAGED STATICAL STABILITY CALCULATIONS

Condition 5 Compartments Included 320 330 331 340 350 360 370

Station 0 is located at the bow

Ship Properties Before Damage

Draft Trim Displ LCG Pole Ht

6.00 .00 2512.8 29.50 7.40

Change in transverse center of gravity after damage due to run-off

TCG = .000 m. (+ = Stbd, - = Port)

Net Damaged Ship Properties

Displ LCG Pole Heel RA TCB VCB LCB Draft Trim

Ht

2512.8 29.496 7.40 .00 -.038 -.038 3.840 29.456 6.236 -.638

5.00 .009 .319 3.856 29.453 6.235 -.689

7.50 .032 .496 3.875 29.450 6.232 -.751

10.00 .052 .670 3.902 29.445 6.225 -.839

12.50 .069 .839 3.936 29.439 6.213 -.953

15.00 .085 1.005 3.976 29.432 6.197 -1.086

17.50 .099 1.169 4.024 29.424 6.175 -1.231

20.00 .110 1.327 4.078 29.415 6.149 -1.399

25.00 .086 1.593 4.189 29.395 6.113 -1.822

30.00 -.002 1.791 4.293 29.371 6.110 -2.323

REQUIREMENTS FOR DAMAGE SURVIVAL OF 46 CFR 171.080(f)(1)-(5)

> Limiting KG for 7.0 degree equilibrium heel angle = 7.63 m.
>
> Limiting KG for 15.0 degree range of positive stablity = 7.70 m.
>
> Limiting KG for minimum of 0.1 m of residual righting arm = 7.42 m.
>
> Limiting KG for minimum of .86 m-deg residual area = 7.50 m.
>
> Limiting KG for 0.040 m of GZ above HZ of .027 m = 7.53 m.
>
> Minimum residual righting arm of 0.10 m is limiting criteria
>
> Maximum allowable KG = 7.42
>
> Righting arm curve for KG = 7.42 m.
>
> Heel GZ, m.
>
> .00 -.038
>
> 4.29 .000 \<\-\-- Equlibrium heel angle
>
> 5.00 .007
>
> 7.50 .029
>
> 10.00 .048
>
> 12.50 .065
>
> 15.00 .079
>
> 17.50 .093
>
> 20.00 .103
>
> 20.70 .104 \<\-\-- Maximum residual righting arm
>
> 25.00 .077
>
> 29.33 .000 \<\-\-- Limit of positive stability
>
> 30.00 -.013

REQUIREMENTS FOR DAMAGE SURVIVAL OF 46 CFR 171.080(f)(6) (MARGIN LINE)

(Unsymmetric Damage)

Heel Sta0-ML BL-ML Sta0-DF BL-ML

.00 -.833 2.010

5.00 18.769 1.603

7.50 21.785 1.280

10.00 21.788 .946

12.50 21.791 .612

15.00 21.796 .279

17.50 21.801 -.052

20.00 21.809 -.383

25.00 21.832 -1.069

30.00 21.868 -1.790

Sta0-ML = distance from station 0 to margin line in meters

BL-ML = distance from baseline to margin line in meters

Sta0-DF = distance from station 0 to downflooding point in meters

BL-ML = distance from baseline to downflooding point in meters

Margin line/downflooding point is first immersed at heel 17.11 degrees

at point 21.800 meters from station 0

Maximum allowable KG at heel which immerses

margin line / Downflooding point = 7.730 meters

Maximum allowable KG at heel of 7.00 degrees = 7.625 meters

Righting arms for pole height = 7.625

Heel RA

.00 -.038

5.00 -.010

7.50 .003

10.00 .013

12.50 .021

15.00 .026

17.50 .032

20.00 .034

25.00 -.009

30.00 -.115

At heel 6.98 degrees, righting arm is .000 meters

At heel 24.36 degrees, righting arm is .000 meters

At heel 19.53 degrees, maxima/minima RA value is .034 meters

REQUIREMENTS FOR EARLIER STAGE OF FLOODING 46 CFR 171.080(f)(7)&(8)

> Limiting KG for 15.0 degree equilibrium heel angle = 7.73 m.
>
> Limiting KG for 7.0 degree range of positive stablity = 7.71 m.
>
> Limiting KG for minimum of 0.05 m of residual righting arm= 7.58 m.
>
> Minimum residual righting arm of 0.05 m is limiting criteria
>
> Maximum allowable KG = 7.58
>
> Righting arm curve for KG = 7.58 m.
>
> Heel GZ, m.
>
> .00 -.038
>
> 5.00 -.006
>
> 6.15 .000 \<\-\-- Equlibrium heel angle
>
> 7.50 .009
>
> 10.00 .021
>
> 12.50 .031
>
> 15.00 .039
>
> 17.50 .046
>
> 19.71 .050 \<\-\-- Maximum residual righting arm
>
> 20.00 .050
>
> 25.00 .012
>
> 25.68 .000 \<\-\-- Limit of positive stability

30.00 -.090

2.j. Damage Condition F-1

Ship- FRV40-1 6-30-99 Number- 1 7/ 9/99

DAMG Ver. 1.07

DAMAGED STATICAL STABILITY CALCULATIONS

Condition 5 Compartments Included 450 451 452 453 454 455 456 460 470

Station 0 is located at the bow

Ship Properties Before Damage

Draft Trim Displ LCG Pole Ht

6.00 .00 2512.8 29.50 7.40

Change in transverse center of gravity after damage due to run-off

TCG = .000 m. (+ = Stbd, - = Port)

Net Damaged Ship Properties

Displ LCG Pole Heel RA TCB VCB LCB Draft Trim

Ht

2512.9 29.496 7.40 .00 -.022 -.022 4.557 29.516 7.159 .418

5.00 .064 .311 4.572 29.516 7.157 .419

7.50 .107 .478 4.590 29.516 7.153 .416

10.00 .150 .643 4.616 29.515 7.146 .410

12.50 .181 .796 4.646 29.516 7.141 .428

15.00 .181 .918 4.676 29.518 7.152 .480

17.50 .157 1.014 4.704 29.522 7.178 .547

20.00 .114 1.093 4.731 29.525 7.219 .624

25.00 -.006 1.215 4.781 29.531 7.340 .783

30.00 -.155 1.306 4.828 29.538 7.508 .951

REQUIREMENTS FOR DAMAGE SURVIVAL OF 46 CFR 171.080(f)(1)-(5)

Limiting KG for 7.0 degree equilibrium heel angle = 8.20 m.

Limiting KG for 15.0 degree range of positive stablity = 7.90 m.

Limiting KG for minimum of 0.1 m of residual righting arm = 7.77 m.

Limiting KG for minimum of .86 m-deg residual area = 7.80 m.

Limiting KG for 0.040 m of GZ above HZ of .027 m = 7.93 m.

Minimum residual righting arm of 0.10 m is limiting criteria

Maximum allowable KG = 7.77

Righting arm curve for KG = 7.77 m.

Heel GZ, m.

.00 -.022

2.17 .000 \<\-\-- Equlibrium heel angle

5.00 .031

7.50 .059

10.00 .086

12.50 .101

12.56 .101 \<\-\-- Maximum residual righting arm

15.00 .086

17.50 .045

19.48 .000 \<\-\-- Limit of positive stability

20.00 -.012

25.00 -.162

30.00 -.340

REQUIREMENTS FOR DAMAGE SURVIVAL OF 46 CFR 171.080(f)(6) (MARGIN LINE)

Maximum Allowable KG Calculations

(Unsymmetric Damage)

Heel Sta0-ML BL-ML Sta0-DF BL-ML

.00 61.007 1.184

5.00 61.003 .534

7.50 61.000 .212

10.00 59.491 -.106

12.50 59.489 -.443

15.00 59.485 -.812

17.50 59.481 -1.203

20.00 59.475 -1.609

25.00 59.461 -2.450

30.00 59.441 -3.312

Sta0-ML = distance from station 0 to margin line in meters

BL-ML = distance from baseline to margin line in meters

Sta0-DF = distance from station 0 to downflooding point in meters

3.a. Tank Capacity Summary

FRV40 Tank Capacities

Summary

  ------------------- --- ------------ ------------ ---------- ----------- ---------- ------------
                          100%         95%          VCG        LCG         TCG        i/d

                          m-tons       m-tons       m abv bl   m aft fp    m off cl   m-tons

  Diesel Oil (s.g. =                                                                  
  0.850)                                                                              

  Deep Tank #1F       P                26.08        3.72       6.60        -0.97      3.95

  Deep Tank #1F       S                26.08        3.72       6.60        0.97       3.95

  Deep Tank #2        P                49.25        3.91       15.22       -3.67      11.76

  Deep Tank #2        S                49.25        3.91       15.22       3.67       11.76

  Deep Tank #2        C                48.00        3.48       13.00       0.00       21.28

  Double Bottom Tank  P                47.42        2.38       26.89       -4.39      41.37
  #4                                                                                  

  Double Bottom Tank  S                47.42        2.38       26.89       4.39       41.37
  #4                                                                                  

  Day Tank            P                10.26        6.32       42.84       -6.42      0.85

  Day Tank            S                10.26        6.32       42.84       6.42       0.85

  Deep Tank #5        P                42.16        5.07       46.23       -4.56      49.77

  Deep Tank #5        S                42.16        5.07       46.23       4.56       49.77

  **Total Diesel                       **398.33**   **3.84**   **24.59**   **0.00**   **236.69**
  Oil**                                                                               

                                                                                      

  Salt Water Ballast                                                                  
  (s.g. = 1.026)                                                                      

  Forepeak            C   45.04                     5.80       2.91        0.00       0.00

  Double Bottom Tank  C   84.30                     2.24       20.83       0.00       0.00
  #3                                                                                  

  Double Bottom Tank  P   45.19                     2.51       21.00       -4.04      0.00
  #3                                                                                  

  Double Bottom Tank  S   45.19                     2.51       21.00       4.04       0.00
  #3                                                                                  

  Double Bottom Tank  C   78.49                     2.16       26.99       0.00       0.00
  #4                                                                                  

  Deep Tank #6F       P   23.91                     5.61       51.99       -4.25      0.00

  Deep Tank #6F       S   23.91                     5.61       51.99       4.25       0.00

  Deep Tank #6A       P   14.70                     5.81       57.67       -3.73      0.00

  Deep Tank #6A       S   14.70                     5.81       57.67       3.73       0.00

  **Total Salt            **375.44**                **3.42**   **26.86**   **0.00**   **0.00**
  Water**                                                                             

                                                                                      

  Fresh Water (s.g. =                                                                 
  1.000)                                                                              

  Fresh Water Tank    P   13.82                     4.90       19.30       -1.25      0.00

  Fresh Water Tank    S   22.12                     4.90       20.20       1.25       0.00

  **Total Fresh           **35.94**                 **4.90**   **19.85**   **0.29**   **0.00**
  Water**                                                                             

                                                                                      

  Sewage Tank (s.g. = P   23.65                     4.94       19.35       -4.64      0.00
  1.000)                                                                              
  ------------------- --- ------------ ------------ ---------- ----------- ---------- ------------

3.b. Salt Water Ballast Tanks

FRV40

Forepeak Tank

Stem -- Fr 7

Salt Water Ballast

  ---------- ------------ ------------ ------------ ------------ ------------
                          CENTER                                 

             Salt Water   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        45.00        2.03         3.55         0.00         1.02

  20%        9.01         2.59         3.46         0.00         1.08

  30%        13.51        3.14         3.40         0.00         1.47

  40%        18.02        3.60         3.35         0.00         2.27

  50%        22.52        4.01         3.31         0.00         3.47

  60%        27.02        4.47         3.20         0.00         4.63

  70%        31.53        4.91         3.10         0.00         7.96

  80%        36.03        5.44         3.01         0.00         13.09

  90%        40.54        5.74         2.97         0.00         16.91

  100%       45.04        5.80         2.91         0.00         0.00
  ---------- ------------ ------------ ------------ ------------ ------------

FRV40

Double Bottom Tank No. 3 Center

Fr 29 -- 39

Salt Water Ballast

  ---------- ------------ ------------ ------------ ------------ ------------
                          PORT                                   

             Salt Water   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        4.52         1.26         21.19        -3.31        5.28

  20%        9.04         1.45         21.10        -3.51        9.35

  30%        13.56        1.62         21.06        -3.63        12.83

  40%        18.08        1.76         21.04        -3.72        15.87

  50%        22.60        1.90         21.02        -3.80        18.38

  60%        27.11        2.03         21.02        -3.86        20.64

  70%        31.63        2.16         21.01        -3.91        22.74

  80%        36.15        2.28         21.00        -3.96        24.66

  90%        40.67        2.40         21.00        -4.00        26.42

  100%       45.19        2.51         21.00        -4.04        0.00

                                                                 

                                                                 

                                                                 

                          STBD                                   

             Salt Water   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        4.52         1.26         21.19        3.31         5.28

  20%        9.04         1.45         21.10        3.51         9.35

  30%        13.56        1.62         21.06        3.63         12.83

  40%        18.08        1.76         21.04        3.72         15.87

  50%        22.60        1.90         21.02        3.80         18.38

  60%        27.11        2.03         21.02        3.86         20.64

  70%        31.63        2.16         21.01        3.91         22.74

  80%        36.15        2.28         21.00        3.96         24.66

  90%        40.67        2.40         21.00        4.00         26.42

  100%       45.19        2.51         21.00        4.04         0.00
  ---------- ------------ ------------ ------------ ------------ ------------

FRV40

Double Bottom Tank No. 3 Center

Fr 29 -- 39

Salt Water Ballast

  ---------- ------------ ------------ ------------ ------------ ------------
                          CENTER                                 

             Salt Water   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        8.43         0.96         21.12        0.00         64.78

  20%        16.86        1.10         20.96        0.00         64.10

  30%        25.29        1.25         20.90        0.00         64.10

  40%        33.72        1.39         20.88        0.00         64.10

  50%        42.15        1.53         20.86        0.00         64.10

  60%        50.58        1.67         20.85        0.00         64.10

  70%        59.01        1.81         20.85        0.00         64.10

  80%        67.44        1.95         20.84        0.00         64.10

  90%        75.87        2.10         20.84        0.00         64.10

  100%       84.30        2.24         20.83        0.00         0.00
  ---------- ------------ ------------ ------------ ------------ ------------

FRV40

Double Bottom Tank No. 4 C

Fr 39 -- 49

Salt Water Ballast

  ---------- ------------ ------------ ------------ ------------ ------------
                          CENTER                                 

             Salt Water   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        7.85         0.81         27.22        0.00         64.11

  20%        15.70        0.93         27.10        0.00         63.79

  30%        23.55        1.11         27.04        0.00         63.79

  40%        31.40        1.26         27.02        0.00         63.79

  50%        39.25        1.41         27.01        0.00         63.79

  60%        47.09        1.56         27.00        0.00         63.79

  70%        54.94        1.71         27.00        0.00         63.79

  80%        62.79        1.86         26.99        0.00         63.79

  90%        70.64        2.01         26.99        0.00         63.79

  100%       78.49        2.16         26.99        0.00         0.00
  ---------- ------------ ------------ ------------ ------------ ------------

FRV40

Deep Tank No. 6F P/S

Fr 82 -- 91

Salt Water Ballast

  ---------- ------------ ------------ ------------ ------------ ------------
                          PORT                                   

             Salt Water   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        2.39         4.99         50.66        -3.78        12.15

  20%        4.78         5.10         51.21        -3.84        20.02

  30%        7.17         5.19         51.50        -3.91        25.03

  40%        9.57         5.26         51.66        -3.98        29.10

  50%        11.96        5.33         51.76        -4.03        32.93

  60%        14.35        5.39         51.84        -4.09        36.32

  70%        16.74        5.45         51.89        -4.13        39.39

  80%        19.13        5.50         51.93        -4.18        42.17

  90%        21.52        5.56         51.96        -4.21        44.83

  100%       23.91        5.61         51.99        -4.25        0.00

                                                                 

                                                                 

                                                                 

                          STBD                                   

             Salt Water   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        2.39         4.99         50.66        3.78         12.15

  20%        4.78         5.10         51.21        3.84         20.02

  30%        7.17         5.19         51.50        3.91         25.03

  40%        9.57         5.26         51.66        3.98         29.10

  50%        11.96        5.33         51.76        4.03         32.93

  60%        14.35        5.39         51.84        4.09         36.32

  70%        16.74        5.45         51.89        4.13         39.39

  80%        19.13        5.50         51.93        4.18         42.17

  90%        21.52        5.56         51.96        4.21         44.83

  100%       23.91        5.61         51.99        4.25         0.00
  ---------- ------------ ------------ ------------ ------------ ------------

FRV40

Deep Tank No. 6A P/S

Fr 91 -- 101

Salt Water Ballast

  ---------- ------------ ------------ ------------ ------------ ------------
                          PORT                                   

             Salt Water   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        1.47         5.43         56.60        -3.19        9.25

  20%        2.94         5.49         57.09        -3.27        13.81

  30%        4.41         5.54         57.30        -3.36        17.75

  40%        5.88         5.59         57.41        -3.43        21.30

  50%        7.35         5.63         57.49        -3.50        24.54

  60%        8.82         5.67         57.55        -3.55        27.51

  70%        10.29        5.71         57.59        -3.60        30.20

  80%        11.76        5.74         57.62        -3.65        32.70

  90%        13.23        5.78         57.65        -3.69        35.09

  100%       14.70        5.81         57.67        -3.73        0.00

                                                                 

                                                                 

                                                                 

                          STBD                                   

             Salt Water   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        1.47         5.43         56.60        3.19         9.25

  20%        2.94         5.49         57.09        3.27         13.81

  30%        4.41         5.54         57.30        3.36         17.75

  40%        5.88         5.59         57.41        3.43         21.30

  50%        7.35         5.63         57.49        3.50         24.54

  60%        8.82         5.67         57.55        3.55         27.51

  70%        10.29        5.71         57.59        3.60         30.20

  80%        11.76        5.74         57.62        3.65         32.70

  90%        13.23        5.78         57.65        3.69         35.09

  100%       14.70        5.81         57.67        3.73         0.00
  ---------- ------------ ------------ ------------ ------------ ------------

3.c. Diesel Oil Tanks

FRV40

Deep Tank No. 1F P/S

Fr 7 -- 13

Diesel Oil

  ---------- ------------ ------------ ------------ ------------ ------------
                          PORT                                   

             Diesel Oil   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        2.75         1.53         6.65         -0.78        1.64

  20%        5.49         1.80         6.62         -0.85        1.80

  30%        8.23         2.07         6.62         -0.88        1.74

  40%        10.98        2.33         6.61         -0.89        1.70

  50%        13.72        2.59         6.61         -0.89        1.79

  60%        16.47        2.85         6.61         -0.90        2.02

  70%        19.21        3.11         6.61         -0.91        2.41

  80%        21.96        3.36         6.61         -0.93        2.95

  90%        24.70        3.60         6.60         -0.96        3.60

  95%        26.08        3.72         6.60         -0.97        3.95

                                                                 

                                                                 

                                                                 

                          STBD                                   

             Diesel Oil   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        2.75         1.53         6.65         0.78         1.64

  20%        5.49         1.80         6.62         0.85         1.80

  30%        8.23         2.07         6.62         0.88         1.74

  40%        10.98        2.33         6.61         0.89         1.70

  50%        13.72        2.59         6.61         0.89         1.79

  60%        16.47        2.85         6.61         0.90         2.02

  70%        19.21        3.11         6.61         0.91         2.41

  80%        21.96        3.36         6.61         0.93         2.95

  90%        24.70        3.60         6.60         0.96         3.60

  95%        26.08        3.72         6.60         0.97         3.95
  ---------- ------------ ------------ ------------ ------------ ------------

FRV40

Deep Tank No. 2 P/S

Fr 19 -- 29

Diesel Oil

  ---------- ------------ ------------ ------------ ------------ ------------
                          PORT                                   

             Diesel Oil   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        5.18         1.68         15.36        -3.20        2.60

  20%        10.37        2.01         15.30        -3.33        4.04

  30%        15.55        2.31         15.28        -3.41        5.03

  40%        20.74        2.59         15.27        -3.46        5.93

  50%        25.92        2.85         15.27        -3.51        6.82

  60%        31.10        3.10         15.26        -3.55        7.83

  70%        36.29        3.34         15.25        -3.59        8.89

  80%        41.47        3.57         15.24        -3.62        10.02

  90%        46.66        3.80         15.23        -3.65        11.18

  95%        49.25        3.91         15.22        -3.67        11.76

                                                                 

                                                                 

                                                                 

                          STBD                                   

             Diesel Oil   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        5.18         1.68         15.36        3.20         2.60

  20%        10.37        2.01         15.30        3.33         4.04

  30%        15.55        2.31         15.28        3.41         5.03

  40%        20.74        2.59         15.27        3.46         5.93

  50%        25.92        2.85         15.27        3.51         6.82

  60%        31.10        3.10         15.26        3.55         7.83

  70%        36.29        3.34         15.25        3.59         8.89

  80%        41.47        3.57         15.24        3.62         10.02

  90%        46.66        3.80         15.23        3.65         11.18

  95%        49.25        3.91         15.22        3.67         11.76
  ---------- ------------ ------------ ------------ ------------ ------------

FRV40

Double Bottom Tank No. 2 C

Fr 19 -- 29

Diesel Oil

  ---------- ------------ ------------ ------------ ------------ ------------
                          CENTER                                 

             Diesel Oil   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        5.05         1.32         13.03        0.00         21.78

  20%        10.11        1.57         13.01        0.00         21.65

  30%        15.16        1.83         13.01        0.00         21.65

  40%        20.21        2.08         13.00        0.00         21.67

  50%        25.26        2.34         13.00        0.00         21.67

  60%        30.32        2.59         13.00        0.00         21.64

  70%        35.37        2.84         13.00        0.00         21.57

  80%        40.42        3.10         13.00        0.00         21.47

  90%        45.47        3.35         13.00        0.00         21.35

  95%        48.00        3.48         13.00        0.00         21.28
  ---------- ------------ ------------ ------------ ------------ ------------

FRV40

Double Bottom Tank No. 4 P/S

Fr 39 -- 49

Diesel Oil

  ---------- ------------ ------------ ------------ ------------ ------------
                          PORT                                   

             Diesel Oil   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        4.99         1.12         27.03        -3.50        8.38

  20%        9.98         1.32         26.97        -3.75        15.13

  30%        14.98        1.49         26.94        -3.91        20.54

  40%        19.97        1.65         26.93        -4.03        25.12

  50%        24.96        1.79         26.92        -4.12        28.91

  60%        29.95        1.93         26.91        -4.20        32.34

  70%        34.94        2.06         26.90        -4.26        35.37

  80%        39.94        2.19         26.90        -4.32        37.99

  90%        44.93        2.32         26.89        -4.37        40.32

  95%        47.42        2.38         26.89        -4.39        41.37

                                                                 

                                                                 

                                                                 

                          STBD                                   

             Diesel Oil   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        4.99         1.12         27.03        3.50         8.38

  20%        9.98         1.32         26.97        3.75         15.13

  30%        14.98        1.49         26.94        3.91         20.54

  40%        19.97        1.65         26.93        4.03         25.12

  50%        24.96        1.79         26.92        4.12         28.91

  60%        29.95        1.93         26.91        4.20         32.34

  70%        34.94        2.06         26.90        4.26         35.37

  80%        39.94        2.19         26.90        4.32         37.99

  90%        44.93        2.32         26.89        4.37         40.32

  95%        47.42        2.38         26.89        4.39         41.37
  ---------- ------------ ------------ ------------ ------------ ------------

FRV40

Diesel Oil Day Tank P/S

Fr 69-1/2 -- 72

Diesel Oil

  ---------- ------------ ------------ ------------ ------------ ------------
                          PORT                                   

             Diesel Oil   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        1.08         4.20         42.81        -6.03        0.30

  20%        2.16         4.53         42.82        -6.17        0.59

  30%        3.24         4.81         42.83        -6.26        0.78

  40%        4.32         5.06         42.83        -6.32        0.85

  50%        5.40         5.30         42.84        -6.35        0.85

  60%        6.48         5.53         42.84        -6.38        0.85

  70%        7.56         5.76         42.84        -6.39        0.85

  80%        8.64         5.98         42.84        -6.41        0.85

  90%        9.72         6.21         42.84        -6.42        0.85

  95%        10.26        6.32         42.84        -6.42        0.85

                                                                 

                                                                 

                                                                 

                          STBD                                   

             Diesel Oil   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        1.08         4.20         42.81        6.03         0.30

  20%        2.16         4.53         42.82        6.17         0.59

  30%        3.24         4.81         42.83        6.26         0.78

  40%        4.32         5.06         42.83        6.32         0.85

  50%        5.40         5.30         42.84        6.35         0.85

  60%        6.48         5.53         42.84        6.38         0.85

  70%        7.56         5.76         42.84        6.39         0.85

  80%        8.64         5.98         42.84        6.41         0.85

  90%        9.72         6.21         42.84        6.42         0.85

  95%        10.26        6.32         42.84        6.42         0.85
  ---------- ------------ ------------ ------------ ------------ ------------

FRV40

Deep Tank No. 5 P/S

Fr 72 -- 82

Diesel Oil

  ---------- ------------ ------------ ------------ ------------ ------------
                          PORT                                   

             Diesel Oil   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        4.44         3.85         44.84        -3.88        9.92

  20%        8.88         4.09         45.29        -4.05        18.63

  30%        13.31        4.28         45.61        -4.15        25.62

  40%        17.75        4.44         45.82        -4.25        30.88

  50%        22.19        4.55         45.95        -4.32        35.56

  60%        26.63        4.68         46.04        -4.38        39.74

  70%        31.07        4.79         46.11        -4.44        43.35

  80%        35.50        4.91         46.17        -4.50        46.39

  90%        39.94        5.01         46.21        -4.54        48.80

  95%        42.16        5.07         46.23        -4.56        49.77

                                                                 

                                                                 

                                                                 

                          STBD                                   

             Diesel Oil   VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        4.44         3.85         44.84        3.88         9.92

  20%        8.88         4.09         45.29        4.05         18.63

  30%        13.31        4.28         45.61        4.15         25.62

  40%        17.75        4.44         45.82        4.25         30.88

  50%        22.19        4.55         45.95        4.32         35.56

  60%        26.63        4.68         46.04        4.38         39.74

  70%        31.07        4.79         46.11        4.44         43.35

  80%        35.50        4.91         46.17        4.50         46.39

  90%        39.94        5.01         46.21        4.54         48.80

  95%        42.16        5.07         46.23        4.56         49.77
  ---------- ------------ ------------ ------------ ------------ ------------

3.d. Fresh Water Tanks

FRV40

Fresh Water Tanks

  ---------- ------------ ------------ ------------ ------------ ------------
                          PORT Fr 29 -                           
                          33                                     

             Fresh Water  VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        1.38         4.05         19.30        -1.25        3.91

  20%        2.76         4.14         19.30        -1.25        3.91

  30%        4.15         4.24         19.30        -1.25        3.91

  40%        5.53         4.33         19.30        -1.25        3.91

  50%        6.91         4.43         19.30        -1.25        3.91

  60%        8.29         4.52         19.30        -1.25        3.91

  70%        9.68         4.62         19.30        -1.25        3.91

  80%        11.06        4.71         19.30        -1.25        3.91

  90%        12.44        4.81         19.30        -1.25        3.91

  100%       13.82        4.90         19.30        -1.25        0.00

                                                                 

                                                                 

                          STBD Fr 29 -                           
                          37                                     

             Fresh Water  VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        2.21         4.05         20.20        1.25         6.25

  20%        4.42         4.14         20.20        1.25         6.25

  30%        6.64         4.24         20.20        1.25         6.25

  40%        8.85         4.33         20.20        1.25         6.25

  50%        11.06        4.43         20.20        1.25         6.25

  60%        13.27        4.52         20.20        1.25         6.25

  70%        15.48        4.62         20.20        1.25         6.25

  80%        17.69        4.71         20.20        1.25         6.25

  90%        19.90        4.81         20.20        1.25         6.25

  100%       22.12        4.90         20.20        1.25         0.00
  ---------- ------------ ------------ ------------ ------------ ------------

3.e. Sewage Tank

FRV40

Sewage Holding Tank

Fr 29 -- 34

  ---------- ------------ ------------ ------------ ------------ ------------
                          PORT                                   

                          VCG          LCG          TCG          I/d

             m tons       m abv bl     m aft fp     m off cl     m-ton

  10%        2.37         3.79         19.36        -4.49        6.94

  20%        4.73         3.92         19.36        -4.51        7.48

  30%        7.09         4.06         19.36        -4.53        8.01

  40%        9.46         4.19         19.36        -4.54        8.51

  50%        11.82        4.32         19.36        -4.56        9.00

  60%        14.19        4.44         19.36        -4.58        9.46

  70%        16.55        4.57         19.35        -4.59        9.90

  80%        18.92        4.69         19.35        -4.61        10.32

  90%        21.28        4.82         19.35        -4.62        10.74

  100%       23.65        4.94         19.35        -4.64        0.00
  ---------- ------------ ------------ ------------ ------------ ------------

3.f. Stores

FRV40

Stores

  ----------------- ---- ---- ---- ----- -------- ------------ -------- -------- --------
                                                  Ship\'s                        
                                                  Stores                         

                                                                                 

                                         mld vol  vol          vcg      lcg      tcg

  Tank Top                                                                       

  Locked Stores     fr   29   \-   32    16.29    13.03        4.94     18.72    4.32

  General Stores    fr   32   \-   39    44.27    35.42        4.92     21.76    4.62

                                                                                 

  2nd Deck                                                                       

  Bosun Stores      fr   7    \-   15    51.16    40.93        7.46     7.18     -1.18

  Engineers Stores  fr   77   \-   82    53.39    42.71        7.40     46.60    5.75

                                                                                 

  Main Deck                                                                      

  Freeze Stores     fr   7    \-   11             24.82        10.06    5.93     -1.22

  Chill Stores      fr   11   \-   13             20.89        10.07    8.44     -3.07

  Dry Stores        fr   7    \-   16    43.80    35.04        10.21    7.44     3.85

  Stewards Stores   fr   16   \-   19    19.06    15.25        10.15    10.89    4.47

  HazMat Stores     fr   78   \-   82    13.20    10.56        10.03    48.40    -6.50

                                                  238.65       8.12     19.11    1.92

                                                                                 

                                                                                 

                                                                                 

                                                  Scientific                     
                                                  Stores                         

                                                                                 

                                         mld vol  vol          vcg      lcg      tcg

  Scientific Stores                                                              

  Tank top          fr   75   \-   82    21.00    16.80        6.65     47.50    0.00

  2nd Deck          fr   72   \-   82    79.48    63.58        7.40     47.07    1.03

  2nd Deck          fr   82   \-   101   112.30   89.84        7.40     54.55    0.00

                                                  170.22       4.56     33.48    0.00

                                                                                 

  Scientifc Freezer fr   56   \-   62             12.60        10.03    35.88    -1.50

                                                                                 

                                                                                 

                                                                                 

                                                                                 

  Notes:                                                                         

  1\. Volume is                                                                  
  taken as 80% of                                                                
  molded volume,                                                                 
  except for freeze                                                              
  and chill stores                                                               
  and scientific                                                                 
  freezer                                                                        

  2\. Freezer and                                                                
  chill volumes                                                                  
  based on 200 mm                                                                
  insulation on all                                                              
  boundaries                                                                     
  ----------------- ---- ---- ---- ----- -------- ------------ -------- -------- --------

4.a. Summary

Loading conditions were developed with and without icing, which meet the
stability requirements for the ship. Eighty tons of medium density fixed
ballast has been used in order to achieve acceptable values of KG and
trim. The loading conditions reflect a reasonable fuel burn / ballast
sequence.

All loading conditions include an itinerant load of 50 tons at a center
2 meters above the main deck (10.65 m abv bl) per section 079b of the
SOR as well as a service life growth margin. The service life growth
margin of 54.2 mt located 12.85 m above BL is 3% of lightship weight.
The KG of the item, when combined with the lightship KG results in an
increase in lightship KG of 0.15 m.

### 4.b. Maximum Allowable KG 

A curve of maximum allowable virtual KG versus draft was developed based
on the intact and damage stability analyses. The limiting condition was
damage for all but the deepest drafts. The curve of Maximum Allowable KG
is given in Figure 4-1. The virtual KG is the actual KG adjusted to
include the effect of free surface. In loading conditions with trim by
the bow of over 0.4 m, the maximum KG curve for trim of 0.5 m by the bow
was used.

4.c. Lightship Weight

The lightship characteristics (without fixed ballast) are as follows:

Lightship Weight 1805 mt

Lightship KG 7.70 m abv BL

Lightship LCG 32.10 m aft FP

Lightship TCG 0.01 m off CL (+ to stbd)

These lightship values include an 8% margin on lightship weight and a KG
margin of 0.33 meters.

4.d. Loading Conditions

Loading condition summaries, along with the actual loading conditions
are given in Section 4.d (without icing) and 4.e (with icing). All
loading conditions include 34 mt of water in the roll stabilization
tank.

Crew & Effects reflect at total complement of 38 persons, with a weight
of 170 kg/person (80 kg per person plus 90 kg effects). The LCG and TCG
is taken as the center of the staterooms. The VCG is taken as 1.0 m
above center of stateroom decks.

The center of the stores was taken as follows:

VCG - 0.25 m below volumetric center of all ship's stores spaces.

LCG and TCG taken at centroid of those spaces.

Figure 4-1

![](media/image2.wmf)

## 4.d. Loading Conditions without Icing 

FRV40-1

Loading Conditions (including Service Life Growth Margin)

  --- ---------------------- ------ ------ ----- ------- ------- ------ ------ ------
                             Fuel   SW     FW    Draft   Trim    KG     KG All 
                                    Ball                                       

                                                                               

  A   Maximum Fuel           398    0      36    5.97    0.30    7.45   7.57   0.12

      Burn (DO) 50% from                                                       
      DT#5P/S                                                                  

  B   Design Departure       355    0      36    5.91    0.12    7.48   7.55   0.07

      Empty (DO) DT#5P/S                                                       

  C   Mid-Voyage             314    0      36    5.86    -0.06   7.53   7.53   0.00

      Fill (SW) DT#6A P/S                                                      

  D   Mid-Voyage             314    29     36    5.90    0.19    7.51   7.55   0.04

      Burn (DO) 50% from                                                       
      DT#1F P/S                                                                

  E   Mid-Voyage             289    29     36    5.87    0.51    7.49   7.54   0.05

      Fill (SW) DB #3C                                                         

  F   Mid-Voyage             289    114    18    5.95    0.12    7.32   7.56   0.24

      Empty (DO) DT#1F P/S                                                     

  G   Mid-Voyage             261    114    18    5.92    0.39    7.38   7.55   0.17

      Burn (DO) 50% from                                                       
      DB#4P/S                                                                  

  H   Mid-Voyage             216    114    18    5.86    0.50    7.46   7.53   0.07

      Empty (SW) DT#6A P/S                                                     

  I   Mid-Voyage             216    84     18    5.82    0.28    7.48   7.52   0.04

      Fill (SW) DB #4C                                                         

  J   Mid-Voyage             216    162    18    5.92    0.07    7.31   7.55   0.24

      Empty (DO) DB#4 P/S                                                      

  K   Mid-Voyage             167    162    18    5.86    0.20    7.42   7.53   0.11

      Empty (DO) DT#2C                                                         

      Fill (SW) Forepeak 30%                                                   

  L   Mid-Voyage             119    176    18    5.81    0.42    7.48   7.52   0.04

      Fill (SW) DB#3 P/S                                                       

  M   Mid-Voyage             119    267    18    5.93    -0.02   7.30   7.56   0.26

      Burn (DO) DT#2P/S                                                        

      Fill (SW) Forepeak                                                       
      100%                                                                     

  N   Arrival                20     298    4     5.82    0.38    7.45   7.52   0.07
  --- ---------------------- ------ ------ ----- ------- ------- ------ ------ ------

TRAS Ver. 2.7

8/26/99

FRV40-1

Loading Condition A Maximum Fuel DO-398; SW- 0; FW-36

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

210 FW Tk P FW100% 13.82 4.90 19.30 -1.25 3.91

220 FW Tk S FW100% 22.12 4.90 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

310 DT #1F P DO 95% 26.08 3.72 6.60 -.97 .00

311 DT #1F S DO 95% 26.08 3.72 6.60 .97 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

340 DB #4 P DO 95% 47.42 2.38 26.89 -4.39 .00

341 DB #4 S DO 95% 47.42 2.38 26.89 4.39 .00

350 DT #5 P DO 95% 42.16 5.07 46.23 -4.56 .00

351 DT #5 S DO 95% 42.16 5.07 46.23 4.56 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

359 DT #5 P/S FS .00 .00 .00 .00 199.08

389 DO day P/S FS .00 .00 .00 .00 1.70

TOTAL 2492.66 7.17 29.80 .00 689.94

Mean S.W. Draft 5.97 m. LCG 29.80 m. from Sta 0

KM 8.32 m. LCB 29.45 m. from Sta 0

KG 7.17 m. Trim lever .34 m. by stern

GM 1.15 m. Mmt to trim 1cm 28.37 m.-tons

Corr for F.S. .28 m. Trim .30 m. by stern

GM Available .87 m. LCF 34.52 m. from Sta 0

Mmt to heel 1 dg 37.82 m-tons Draft @ F.P. 5.79 m.

List .13 deg Draft @ A.P. 6.09 m.

KG = 7.17 m.

F.S. Corr. = .28 m.

Virtual KG = 7.45 m.

TRAS Ver. 2.7

8/26/99

FRV40-1

Loading Condition B Design Depart DO-355; SW- 0; FW-36

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

210 FW Tk P FW100% 13.82 4.90 19.30 -1.25 3.91

220 FW Tk S FW100% 22.12 4.90 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

310 DT #1F P DO 95% 26.08 3.72 6.60 -.97 .00

311 DT #1F S DO 95% 26.08 3.72 6.60 .97 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

340 DB #4 P DO 95% 47.42 2.38 26.89 -4.39 .00

341 DB #4 S DO 95% 47.42 2.38 26.89 4.39 .00

352 DT #5 P DO 50% 20.49 4.55 45.95 -4.32 .00

353 DT #5 S DO 50% 20.49 4.55 45.95 4.32 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

359 DT #5 P/S FS .00 .00 .00 .00 199.08

389 DO day P/S FS .00 .00 .00 .00 1.70

TOTAL 2449.32 7.20 29.50 .00 689.94

Mean S.W. Draft 5.91 m. LCG 29.50 m. from Sta 0

KM 8.31 m. LCB 29.36 m. from Sta 0

KG 7.20 m. Trim lever .14 m. by stern

GM 1.12 m. Mmt to trim 1cm 28.23 m.-tons

Corr for F.S. .28 m. Trim .12 m. by stern

GM Available .83 m. LCF 34.52 m. from Sta 0

Mmt to heel 1 dg 35.63 m-tons Draft @ F.P. 5.84 m.

List .14 deg Draft @ A.P. 5.96 m.

KG = 7.20 m.

F.S. Corr. = .28 m.

Virtual KG = 7.48 m.

TRAS Ver. 2.7

8/26/99

FRV40-1

Loading Condition C Mid-voyage DO-314; SW- 0; FW-36

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

210 FW Tk P FW100% 13.82 4.90 19.30 -1.25 3.91

220 FW Tk S FW100% 22.12 4.90 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

310 DT #1F P DO 95% 26.08 3.72 6.60 -.97 .00

311 DT #1F S DO 95% 26.08 3.72 6.60 .97 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

340 DB #4 P DO 95% 47.42 2.38 26.89 -4.39 .00

341 DB #4 S DO 95% 47.42 2.38 26.89 4.39 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

359 DT #5 P/S FS .00 .00 .00 .00 199.08

389 DO day P/S FS .00 .00 .00 .00 1.70

TOTAL 2408.34 7.24 29.22 .00 689.94

Mean S.W. Draft 5.86 m. LCG 29.22 m. from Sta 0

KM 8.31 m. LCB 29.28 m. from Sta 0

KG 7.24 m. Trim lever .06 m. by bow

GM 1.07 m. Mmt to trim 1cm 27.98 m.-tons

Corr for F.S. .29 m. Trim .05 m. by bow

GM Available .78 m. LCF 34.48 m. from Sta 0

Mmt to heel 1 dg 32.74 m-tons Draft @ F.P. 5.89 m.

List .15 deg Draft @ A.P. 5.84 m.

KG = 7.24 m.

F.S. Corr. = .29 m.

Virtual KG = 7.53 m.

TRAS Ver. 2.7

8/26/99

FRV40-1

Loading Condition D Mid-voyage DO-314; SW- 29; FW-36

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

210 FW Tk P FW100% 13.82 4.90 19.30 -1.25 3.91

220 FW Tk S FW100% 22.12 4.90 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

310 DT #1F P DO 95% 26.08 3.72 6.60 -.97 .00

311 DT #1F S DO 95% 26.08 3.72 6.60 .97 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

340 DB #4 P DO 95% 47.42 2.38 26.89 -4.39 .00

341 DB #4 S DO 95% 47.42 2.38 26.89 4.39 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

359 DT #5 P/S FS .00 .00 .00 .00 199.08

389 DO day P/S FS .00 .00 .00 .00 1.70

400 SW Ballast .00 .00 .00 .00 .00

470 DT #6A P SW100% 14.70 5.81 57.67 -3.73 .00

471 DT #6A S SW100% 14.70 5.81 57.67 3.73 .00

TOTAL 2437.74 7.23 29.56 .00 689.94

Mean S.W. Draft 5.90 m. LCG 29.56 m. from Sta 0

KM 8.31 m. LCB 29.34 m. from Sta 0

KG 7.23 m. Trim lever .22 m. by stern

GM 1.09 m. Mmt to trim 1cm 28.19 m.-tons

Corr for F.S. .28 m. Trim .19 m. by stern

GM Available .80 m. LCF 34.52 m. from Sta 0

Mmt to heel 1 dg 34.20 m-tons Draft @ F.P. 5.78 m.

List .15 deg Draft @ A.P. 5.98 m.

KG = 7.23 m.

F.S. Corr. = .28 m.

Virtual KG = 7.51 m.

TRAS Ver. 2.7

8/26/99

FRV40-1

Loading Condition E Mid-voyage DO-289; SW- 29; FW-36

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

210 FW Tk P FW100% 13.82 4.90 19.30 -1.25 3.91

220 FW Tk S FW100% 22.12 4.90 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

312 DT #1F P DO 50% 13.72 2.59 6.61 -.89 .00

313 DT #1F S DO 50% 13.72 2.59 6.61 .89 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

340 DB #4 P DO 95% 47.42 2.38 26.89 -4.39 .00

341 DB #4 S DO 95% 47.42 2.38 26.89 4.39 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

389 DO day P/S FS .00 .00 .00 .00 1.70

400 SW Ballast .00 .00 .00 .00 .00

470 DT #6A P SW100% 14.70 5.81 57.67 -3.73 .00

471 DT #6A S SW100% 14.70 5.81 57.67 3.73 .00

TOTAL 2413.04 7.25 29.80 .00 573.60

Mean S.W. Draft 5.87 m. LCG 29.80 m. from Sta 0

KM 8.31 m. LCB 29.29 m. from Sta 0

KG 7.25 m. Trim lever .51 m. by stern

GM 1.06 m. Mmt to trim 1cm 28.02 m.-tons

Corr for F.S. .24 m. Trim .44 m. by stern

GM Available .82 m. LCF 34.49 m. from Sta 0

Mmt to heel 1 dg 34.64 m-tons Draft @ F.P. 5.60 m.

List .15 deg Draft @ A.P. 6.04 m.

KG = 7.25 m.

F.S. Corr. = .24 m.

Virtual KG = 7.49 m.

TRAS Ver. 2.7

8/26/99

FRV40-1

Loading Condition F Mid-voyage DO-289; SW-114; FW-18

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

211 FW Tk P FW 50% 6.91 4.43 19.30 -1.25 3.91

221 FW Tk S FW 50% 11.06 4.43 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

312 DT #1F P DO 50% 13.72 2.59 6.61 -.89 .00

313 DT #1F S DO 50% 13.72 2.59 6.61 .89 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

340 DB #4 P DO 95% 47.42 2.38 26.89 -4.39 .00

341 DB #4 S DO 95% 47.42 2.38 26.89 4.39 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

389 DO day P/S FS .00 .00 .00 .00 1.70

400 SW Ballast .00 .00 .00 .00 .00

434 DB #3 C SW100% 84.30 2.24 20.83 .00 .00

470 DT #6A P SW100% 14.70 5.81 57.67 -3.73 .00

471 DT #6A S SW100% 14.70 5.81 57.67 3.73 .00

TOTAL 2479.37 7.09 29.57 .00 573.60

Mean S.W. Draft 5.95 m. LCG 29.57 m. from Sta 0

KM 8.32 m. LCB 29.43 m. from Sta 0

KG 7.09 m. Trim lever .14 m. by stern

GM 1.22 m. Mmt to trim 1cm 28.33 m.-tons

Corr for F.S. .23 m. Trim .12 m. by stern

GM Available .99 m. LCF 34.52 m. from Sta 0

Mmt to heel 1 dg 42.90 m-tons Draft @ F.P. 5.88 m.

List -.00 deg Draft @ A.P. 6.00 m.

KG = 7.09 m.

F.S. Corr. = .23 m.

Virtual KG = 7.32 m.

TRAS Ver. 2.7

8/26/99

FRV40-1

Loading Condition G Mid-voyage DO-261; SW-114; FW-18

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

211 FW Tk P FW 50% 6.91 4.43 19.30 -1.25 3.91

221 FW Tk S FW 50% 11.06 4.43 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

340 DB #4 P DO 95% 47.42 2.38 26.89 -4.39 .00

341 DB #4 S DO 95% 47.42 2.38 26.89 4.39 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

389 DO day P/S FS .00 .00 .00 .00 1.70

400 SW Ballast .00 .00 .00 .00 .00

434 DB #3 C SW100% 84.30 2.24 20.83 .00 .00

470 DT #6A P SW100% 14.70 5.81 57.67 -3.73 .00

471 DT #6A S SW100% 14.70 5.81 57.67 3.73 .00

TOTAL 2451.92 7.14 29.82 .00 573.60

Mean S.W. Draft 5.92 m. LCG 29.82 m. from Sta 0

KM 8.31 m. LCB 29.37 m. from Sta 0

KG 7.14 m. Trim lever .45 m. by stern

GM 1.17 m. Mmt to trim 1cm 28.24 m.-tons

Corr for F.S. .23 m. Trim .39 m. by stern

GM Available .94 m. LCF 34.52 m. from Sta 0

Mmt to heel 1 dg 40.10 m-tons Draft @ F.P. 5.68 m.

List -.00 deg Draft @ A.P. 6.08 m.

KG = 7.14 m.

F.S. Corr. = .23 m.

Virtual KG = 7.38 m.

TRAS Ver. 2.7

8/26/99

FRV40-1

Loading Condition H Mid-voyage DO-216; SW-114; FW-18

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

211 FW Tk P FW 50% 6.91 4.43 19.30 -1.25 3.91

221 FW Tk S FW 50% 11.06 4.43 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

342 DB #4 P DO 50% 24.96 1.79 26.92 -4.12 .00

343 DB #4 S DO 50% 24.96 1.79 26.92 4.12 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

400 SW Ballast .00 .00 .00 .00 .00

434 DB #3 C SW100% 84.30 2.24 20.83 .00 .00

470 DT #6A P SW100% 14.70 5.81 57.67 -3.73 .00

471 DT #6A S SW100% 14.70 5.81 57.67 3.73 .00

TOTAL 2407.00 7.22 29.88 .00 571.90

Mean S.W. Draft 5.86 m. LCG 29.88 m. from Sta 0

KM 8.31 m. LCB 29.27 m. from Sta 0

KG 7.22 m. Trim lever .61 m. by stern

GM 1.09 m. Mmt to trim 1cm 27.97 m.-tons

Corr for F.S. .24 m. Trim .50 m. by stern

GM Available .85 m. LCF 34.48 m. from Sta 0

Mmt to heel 1 dg 35.77 m-tons Draft @ F.P. 5.55 m.

List -.00 deg Draft @ A.P. 6.07 m.

KG = 7.22 m.

F.S. Corr. = .24 m.

Virtual KG = 7.46 m.

TRAS Ver. 2.7

8/26/99

FRV40-1

Loading Condition I Mid-voyage DO-216; SW- 84; FW-18

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

211 FW Tk P FW 50% 6.91 4.43 19.30 -1.25 3.91

221 FW Tk S FW 50% 11.06 4.43 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

342 DB #4 P DO 50% 24.96 1.79 26.92 -4.12 .00

343 DB #4 S DO 50% 24.96 1.79 26.92 4.12 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

400 SW Ballast .00 .00 .00 .00 .00

434 DB #3 C SW100% 84.30 2.24 20.83 .00 .00

TOTAL 2377.60 7.24 29.54 .00 571.90

Mean S.W. Draft 5.82 m. LCG 29.54 m. from Sta 0

KM 8.31 m. LCB 29.21 m. from Sta 0

KG 7.24 m. Trim lever .33 m. by stern

GM 1.07 m. Mmt to trim 1cm 27.77 m.-tons

Corr for F.S. .24 m. Trim .28 m. by stern

GM Available .83 m. LCF 34.45 m. from Sta 0

Mmt to heel 1 dg 34.32 m-tons Draft @ F.P. 5.65 m.

List -.00 deg Draft @ A.P. 5.93 m.

KG = 7.24 m.

F.S. Corr. = .24 m.

Virtual KG = 7.48 m.

TRAS Ver. 2.7

8/26/99

FRV40-1

Loading Condition J Mid-voyage DO-216; SW-162; FW-18

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

211 FW Tk P FW 50% 6.91 4.43 19.30 -1.25 3.91

221 FW Tk S FW 50% 11.06 4.43 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

342 DB #4 P DO 50% 24.96 1.79 26.92 -4.12 .00

343 DB #4 S DO 50% 24.96 1.79 26.92 4.12 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

400 SW Ballast .00 .00 .00 .00 .00

434 DB #3 C SW100% 84.30 2.24 20.83 .00 .00

440 DB #4 C SW100% 78.52 2.15 26.99 .00 .00

TOTAL 2456.12 7.08 29.45 .00 571.90

Mean S.W. Draft 5.92 m. LCG 29.45 m. from Sta 0

KM 8.31 m. LCB 29.38 m. from Sta 0

KG 7.08 m. Trim lever .08 m. by stern

GM 1.24 m. Mmt to trim 1cm 28.25 m.-tons

Corr for F.S. .23 m. Trim .07 m. by stern

GM Available 1.01 m. LCF 34.52 m. from Sta 0

Mmt to heel 1 dg 43.16 m-tons Draft @ F.P. 5.88 m.

List -.00 deg Draft @ A.P. 5.95 m.

KG = 7.08 m.

F.S. Corr. = .23 m.

Virtual KG = 7.31 m.

TRAS Ver. 2.7

8/26/99

FRV40-1

Loading Condition K Mid-voyage DO-167; SW-162; FW-18

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

211 FW Tk P FW 50% 6.91 4.43 19.30 -1.25 3.91

221 FW Tk S FW 50% 11.06 4.43 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

400 SW Ballast .00 .00 .00 .00 .00

434 DB #3 C SW100% 84.30 2.24 20.83 .00 .00

440 DB #4 C SW100% 78.52 2.15 26.99 .00 .00

TOTAL 2406.20 7.18 29.51 .00 571.90

Mean S.W. Draft 5.86 m. LCG 29.51 m. from Sta 0

KM 8.31 m. LCB 29.27 m. from Sta 0

KG 7.18 m. Trim lever .23 m. by stern

GM 1.12 m. Mmt to trim 1cm 27.97 m.-tons

Corr for F.S. .24 m. Trim .20 m. by stern

GM Available .89 m. LCF 34.48 m. from Sta 0

Mmt to heel 1 dg 37.25 m-tons Draft @ F.P. 5.74 m.

List -.00 deg Draft @ A.P. 5.94 m.

KG = 7.18 m.

F.S. Corr. = .24 m.

Virtual KG = 7.42 m.

TRAS Ver. 2.7

8/26/99

FRV40-1

Loading Condition L Mid-voyage DO-119; SW-176; FW-18

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

211 FW Tk P FW 50% 6.91 4.43 19.30 -1.25 3.91

221 FW Tk S FW 50% 11.06 4.43 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

400 SW Ballast .00 .00 .00 .00 .00

402 Forepk C SW 30% 13.51 3.14 3.40 .00 1.50

434 DB #3 C SW100% 84.30 2.24 20.83 .00 .00

440 DB #4 C SW100% 78.52 2.15 26.99 .00 .00

TOTAL 2371.71 7.24 29.69 .00 573.40

Mean S.W. Draft 5.81 m. LCG 29.69 m. from Sta 0

KM 8.30 m. LCB 29.20 m. from Sta 0

KG 7.24 m. Trim lever .49 m. by stern

GM 1.07 m. Mmt to trim 1cm 27.72 m.-tons

Corr for F.S. .24 m. Trim .42 m. by stern

GM Available .83 m. LCF 34.44 m. from Sta 0

Mmt to heel 1 dg 34.19 m-tons Draft @ F.P. 5.56 m.

List -.00 deg Draft @ A.P. 5.98 m.

KG = 7.24 m.

F.S. Corr. = .24 m.

Virtual KG = 7.48 m.

TRAS Ver. 2.7

8/26/99

FRV40-1

Loading Condition M Mid-voyage DO-119; SW-267; FW-18

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

211 FW Tk P FW 50% 6.91 4.43 19.30 -1.25 3.91

221 FW Tk S FW 50% 11.06 4.43 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

400 SW Ballast .00 .00 .00 .00 .00

402 Forepk C SW 30% 13.51 3.14 3.40 .00 1.50

430 DB #3 P SW100% 45.19 2.51 21.00 -4.04 .00

431 DB #3 S SW100% 45.19 2.51 21.00 4.04 .00

434 DB #3 C SW100% 84.30 2.24 20.83 .00 .00

440 DB #4 C SW100% 78.52 2.15 26.99 .00 .00

TOTAL 2462.09 7.06 29.37 .00 573.40

Mean S.W. Draft 5.93 m. LCG 29.37 m. from Sta 0

KM 8.32 m. LCB 29.39 m. from Sta 0

KG 7.06 m. Trim lever .02 m. by bow

GM 1.25 m. Mmt to trim 1cm 28.27 m.-tons

Corr for F.S. .23 m. Trim .02 m. by bow

GM Available 1.02 m. LCF 34.52 m. from Sta 0

Mmt to heel 1 dg 43.79 m-tons Draft @ F.P. 5.94 m.

List -.00 deg Draft @ A.P. 5.93 m.

KG = 7.06 m.

F.S. Corr. = .23 m.

Virtual KG = 7.30 m.

TRAS Ver. 2.7

8/26/99

FRV40-1

Loading Condition N Mid-voyage DO- 20; SW-298; FW- 4

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

212 FW Tk P FW 10% 1.38 4.05 19.30 -1.25 3.91

222 FW Tk S FW 10% 2.21 4.05 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

400 SW Ballast .00 .00 .00 .00 .00

401 Forepk C SW100% 45.05 5.80 2.91 .00 .00

430 DB #3 P SW100% 45.19 2.51 21.00 -4.04 .00

431 DB #3 S SW100% 45.19 2.51 21.00 4.04 .00

434 DB #3 C SW100% 84.30 2.24 20.83 .00 .00

440 DB #4 C SW100% 78.52 2.15 26.99 .00 .00

TOTAL 2380.76 7.21 29.66 -.00 571.90

Mean S.W. Draft 5.82 m. LCG 29.66 m. from Sta 0

KM 8.31 m. LCB 29.22 m. from Sta 0

KG 7.21 m. Trim lever .45 m. by stern

GM 1.10 m. Mmt to trim 1cm 27.79 m.-tons

Corr for F.S. .24 m. Trim .38 m. by stern

GM Available .86 m. LCF 34.45 m. from Sta 0

Mmt to heel 1 dg 35.65 m-tons Draft @ F.P. 5.59 m.

List -.12 deg Draft @ A.P. 5.98 m.

KG = 7.21 m.

F.S. Corr. = .24 m.

Virtual KG = 7.45 m.

## 4.e. Loading Conditions with Icing 

FRV40-1

Loading Conditions with Icing (including Service Life Growth Margin)

  --- ---------------------- ------ ------ ----- ------- ------- ------ ------ ------
                             Fuel   SW     FW    Draft   Trim    KG     KG All 
                                    Ball                                       

  A   Maximum Fuel           398    79     36    6.17    0.01    7.42   7.42   0.00

      Burn (DO) 50% from                                                       
      DT#5 P/S                                                                 

  B   Design Departure       355    79     36    6.11    -0.19   7.46   7.48   0.02

      Empty (DO) DT#5P/S                                                       

  C   Mid-Voyage             314    79     36    6.06    -0.38   7.50   7.52   0.02

      Fill (SW) DT#6A P/S                                                      

  D   Mid-Voyage             314    108    36    6.10    -0.11   7.48   7.49   0.01

      Burn (DO) 50% from                                                       
      DT#1F P/S                                                                

  E   Mid-Voyage             289    108    36    6.06    0.16    7.46   7.52   0.06

      Fill (SW) DB #3C                                                         

  F   Mid-Voyage             289    192    18    6.15    -0.19   7.31   7.44   0.13

      Empty (DO) DT#1F P/S                                                     

  G   Mid-Voyage             261    192    18    6.12    0.11    7.36   7.47   0.11

      Burn (DO) 50% from                                                       
      DB#4P/S                                                                  

  H   Mid-Voyage             216    192    18    6.06    0.22    7.43   7.52   0.09

      Empty (SW) DT#6A P/S                                                     

  I   Mid-Voyage             216    162    18    6.02    -0.02   7.45   7.56   0.11

      Fill (DO) DB#3P/S                                                        

  J   Mid-Voyage             216    253    18    6.14    -0.44   7.28   7.45   0.17

      Empty (DO) DB#4 P/S                                                      

  K   Mid-Voyage             167    253    18    6.07    -0.31   7.39   7.48   0.09

      Empty (DO) DT#2C                                                         

      Fill (SW) Forepeak 50%                                                   

  M   Mid-Voyage             119    267    18    6.02    0.14    7.44   7.56   0.12

      Burn (DO) DT#2P/S                                                        

      Fill (SW) Forepeak                                                       
      100%                                                                     

  N   Arrival                35     298    4     6.00    0.55    7.52   7.57   0.05
  --- ---------------------- ------ ------ ----- ------- ------- ------ ------ ------

TRAS Ver. 2.7

8/27/99

FRV40-1 - Icing

Loading Condition A Maximum Fuel DO-398; SW- 79; FW-36

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

210 FW Tk P FW100% 13.82 4.90 19.30 -1.25 3.91

220 FW Tk S FW100% 22.12 4.90 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

310 DT #1F P DO 95% 26.08 3.72 6.60 -.97 .00

311 DT #1F S DO 95% 26.08 3.72 6.60 .97 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

340 DB #4 P DO 95% 47.42 2.38 26.89 -4.39 .00

341 DB #4 S DO 95% 47.42 2.38 26.89 4.39 .00

350 DT #5 P DO 95% 42.16 5.07 46.23 -4.56 .00

351 DT #5 S DO 95% 42.16 5.07 46.23 4.56 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

359 DT #5 P/S FS .00 .00 .00 .00 199.08

389 DO day P/S FS .00 .00 .00 .00 1.70

400 SW Ballast .00 .00 .00 .00 .00

440 DB #4 C SW100% 78.52 2.15 26.99 .00 .00

7 Icing abv 66-30 69.00 12.58 31.16 .00 .00

TOTAL 2640.18 7.16 29.75 .00 689.94

Mean S.W. Draft 6.17 m. LCG 29.75 m. from Sta 0

KM 8.32 m. LCB 29.74 m. from Sta 0

KG 7.16 m. Trim lever .01 m. by stern

GM 1.16 m. Mmt to trim 1cm 29.06 m.-tons

Corr for F.S. .26 m. Trim .01 m. by stern

GM Available .90 m. LCF 34.58 m. from Sta 0

Mmt to heel 1 dg 41.25 m-tons Draft @ F.P. 6.17 m.

List .12 deg Draft @ A.P. 6.17 m.

KG = 7.16 m.

F.S. Corr. = .26 m.

Virtual KG = 7.42 m.

TRAS Ver. 2.7

8/27/99

FRV40-1 - Icing

Loading Condition B Design Depart DO-355; SW- 79; FW-36

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

210 FW Tk P FW100% 13.82 4.90 19.30 -1.25 3.91

220 FW Tk S FW100% 22.12 4.90 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

310 DT #1F P DO 95% 26.08 3.72 6.60 -.97 .00

311 DT #1F S DO 95% 26.08 3.72 6.60 .97 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

340 DB #4 P DO 95% 47.42 2.38 26.89 -4.39 .00

341 DB #4 S DO 95% 47.42 2.38 26.89 4.39 .00

352 DT #5 P DO 50% 20.49 4.55 45.95 -4.32 .00

353 DT #5 S DO 50% 20.49 4.55 45.95 4.32 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

359 DT #5 P/S FS .00 .00 .00 .00 199.08

389 DO day P/S FS .00 .00 .00 .00 1.70

400 SW Ballast .00 .00 .00 .00 .00

440 DB #4 C SW100% 78.52 2.15 26.99 .00 .00

7 Icing abv 66-30 69.00 12.58 31.16 .00 .00

TOTAL 2596.84 7.19 29.47 .00 689.94

Mean S.W. Draft 6.11 m. LCG 29.47 m. from Sta 0

KM 8.32 m. LCB 29.66 m. from Sta 0

KG 7.19 m. Trim lever .19 m. by bow

GM 1.13 m. Mmt to trim 1cm 28.86 m.-tons

Corr for F.S. .27 m. Trim .17 m. by bow

GM Available .86 m. LCF 34.56 m. from Sta 0

Mmt to heel 1 dg 39.16 m-tons Draft @ F.P. 6.22 m.

List .13 deg Draft @ A.P. 6.04 m.

KG = 7.19 m.

F.S. Corr. = .27 m.

Virtual KG = 7.46 m.

TRAS Ver. 2.7

8/27/99

FRV40-1 - Icing

Loading Condition C Mid-voyage DO-314; SW- 79; FW-36

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

210 FW Tk P FW100% 13.82 4.90 19.30 -1.25 3.91

220 FW Tk S FW100% 22.12 4.90 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

310 DT #1F P DO 95% 26.08 3.72 6.60 -.97 .00

311 DT #1F S DO 95% 26.08 3.72 6.60 .97 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

340 DB #4 P DO 95% 47.42 2.38 26.89 -4.39 .00

341 DB #4 S DO 95% 47.42 2.38 26.89 4.39 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

359 DT #5 P/S FS .00 .00 .00 .00 199.08

389 DO day P/S FS .00 .00 .00 .00 1.70

400 SW Ballast .00 .00 .00 .00 .00

440 DB #4 C SW100% 78.52 2.15 26.99 .00 .00

7 Icing abv 66-30 69.00 12.58 31.16 .00 .00

TOTAL 2555.86 7.23 29.21 .00 689.94

Mean S.W. Draft 6.06 m. LCG 29.21 m. from Sta 0

KM 8.32 m. LCB 29.58 m. from Sta 0

KG 7.23 m. Trim lever .38 m. by bow

GM 1.09 m. Mmt to trim 1cm 28.66 m.-tons

Corr for F.S. .27 m. Trim .33 m. by bow

GM Available .82 m. LCF 34.54 m. from Sta 0

Mmt to heel 1 dg 36.44 m-tons Draft @ F.P. 6.26 m.

List .14 deg Draft @ A.P. 5.92 m.

KG = 7.23 m.

F.S. Corr. = .27 m.

Virtual KG = 7.50 m.

TRAS Ver. 2.7

8/27/99

FRV40-1 - Icing

Loading Condition D Mid-voyage DO-314; SW-108; FW-36

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

210 FW Tk P FW100% 13.82 4.90 19.30 -1.25 3.91

220 FW Tk S FW100% 22.12 4.90 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

310 DT #1F P DO 95% 26.08 3.72 6.60 -.97 .00

311 DT #1F S DO 95% 26.08 3.72 6.60 .97 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

340 DB #4 P DO 95% 47.42 2.38 26.89 -4.39 .00

341 DB #4 S DO 95% 47.42 2.38 26.89 4.39 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

359 DT #5 P/S FS .00 .00 .00 .00 199.08

389 DO day P/S FS .00 .00 .00 .00 1.70

400 SW Ballast .00 .00 .00 .00 .00

440 DB #4 C SW100% 78.52 2.15 26.99 .00 .00

470 DT #6A P SW100% 14.70 5.81 57.67 -3.73 .00

471 DT #6A S SW100% 14.70 5.81 57.67 3.73 .00

7 Icing abv 66-30 69.00 12.58 31.16 .00 .00

TOTAL 2585.26 7.22 29.53 .00 689.94

Mean S.W. Draft 6.10 m. LCG 29.53 m. from Sta 0

KM 8.32 m. LCB 29.64 m. from Sta 0

KG 7.22 m. Trim lever .11 m. by bow

GM 1.10 m. Mmt to trim 1cm 28.80 m.-tons

Corr for F.S. .27 m. Trim .10 m. by bow

GM Available .84 m. LCF 34.56 m. from Sta 0

Mmt to heel 1 dg 37.76 m-tons Draft @ F.P. 6.16 m.

List .13 deg Draft @ A.P. 6.06 m.

KG = 7.22 m.

F.S. Corr. = .27 m.

Virtual KG = 7.48 m.

TRAS Ver. 2.7

8/27/99

FRV40-1 - Icing

Loading Condition E Mid-voyage DO-289; SW-108; FW-36

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

210 FW Tk P FW100% 13.82 4.90 19.30 -1.25 3.91

220 FW Tk S FW100% 22.12 4.90 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

312 DT #1F P DO 50% 13.72 2.59 6.61 -.89 .00

313 DT #1F S DO 50% 13.72 2.59 6.61 .89 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

340 DB #4 P DO 95% 47.42 2.38 26.89 -4.39 .00

341 DB #4 S DO 95% 47.42 2.38 26.89 4.39 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

389 DO day P/S FS .00 .00 .00 .00 1.70

400 SW Ballast .00 .00 .00 .00 .00

440 DB #4 C SW100% 78.52 2.15 26.99 .00 .00

470 DT #6A P SW100% 14.70 5.81 57.67 -3.73 .00

471 DT #6A S SW100% 14.70 5.81 57.67 3.73 .00

7 Icing abv 66-30 69.00 12.58 31.16 .00 .00

TOTAL 2560.56 7.24 29.75 .00 573.60

Mean S.W. Draft 6.06 m. LCG 29.75 m. from Sta 0

KM 8.32 m. LCB 29.59 m. from Sta 0

KG 7.24 m. Trim lever .16 m. by stern

GM 1.08 m. Mmt to trim 1cm 28.68 m.-tons

Corr for F.S. .22 m. Trim .14 m. by stern

GM Available .86 m. LCF 34.54 m. from Sta 0

Mmt to heel 1 dg 38.32 m-tons Draft @ F.P. 5.98 m.

List .13 deg Draft @ A.P. 6.12 m.

KG = 7.24 m.

F.S. Corr. = .22 m.

Virtual KG = 7.46 m.

TRAS Ver. 2.7

8/27/99

FRV40-1 - Icing

Loading Condition F Mid-voyage DO-289; SW-192; FW-18

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

211 FW Tk P FW 50% 6.91 4.43 19.30 -1.25 3.91

221 FW Tk S FW 50% 11.06 4.43 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

312 DT #1F P DO 50% 13.72 2.59 6.61 -.89 .00

313 DT #1F S DO 50% 13.72 2.59 6.61 .89 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

340 DB #4 P DO 95% 47.42 2.38 26.89 -4.39 .00

341 DB #4 S DO 95% 47.42 2.38 26.89 4.39 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

389 DO day P/S FS .00 .00 .00 .00 1.70

400 SW Ballast .00 .00 .00 .00 .00

434 DB #3 C SW100% 84.30 2.24 20.83 .00 .00

440 DB #4 C SW100% 78.52 2.15 26.99 .00 .00

470 DT #6A P SW100% 14.70 5.81 57.67 -3.73 .00

471 DT #6A S SW100% 14.70 5.81 57.67 3.73 .00

7 Icing abv 66-30 69.00 12.58 31.16 .00 .00

TOTAL 2626.89 7.09 29.53 .00 573.60

Mean S.W. Draft 6.15 m. LCG 29.53 m. from Sta 0

KM 8.32 m. LCB 29.72 m. from Sta 0

KG 7.09 m. Trim lever .19 m. by bow

GM 1.23 m. Mmt to trim 1cm 29.00 m.-tons

Corr for F.S. .22 m. Trim .17 m. by bow

GM Available 1.01 m. LCF 34.57 m. from Sta 0

Mmt to heel 1 dg 46.36 m-tons Draft @ F.P. 6.25 m.

List -.00 deg Draft @ A.P. 6.08 m.

KG = 7.09 m.

F.S. Corr. = .22 m.

Virtual KG = 7.31 m.

TRAS Ver. 2.7

8/27/99

FRV40-1 - Icing

Loading Condition G Mid-voyage DO-261; SW-192; FW-18

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

211 FW Tk P FW 50% 6.91 4.43 19.30 -1.25 3.91

221 FW Tk S FW 50% 11.06 4.43 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

340 DB #4 P DO 95% 47.42 2.38 26.89 -4.39 .00

341 DB #4 S DO 95% 47.42 2.38 26.89 4.39 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

389 DO day P/S FS .00 .00 .00 .00 1.70

400 SW Ballast .00 .00 .00 .00 .00

434 DB #3 C SW100% 84.30 2.24 20.83 .00 .00

440 DB #4 C SW100% 78.52 2.15 26.99 .00 .00

470 DT #6A P SW100% 14.70 5.81 57.67 -3.73 .00

471 DT #6A S SW100% 14.70 5.81 57.67 3.73 .00

7 Icing abv 66-30 69.00 12.58 31.16 .00 .00

TOTAL 2599.44 7.14 29.77 .00 573.60

Mean S.W. Draft 6.12 m. LCG 29.77 m. from Sta 0

KM 8.32 m. LCB 29.67 m. from Sta 0

KG 7.14 m. Trim lever .11 m. by stern

GM 1.18 m. Mmt to trim 1cm 28.87 m.-tons

Corr for F.S. .22 m. Trim .10 m. by stern

GM Available .96 m. LCF 34.56 m. from Sta 0

Mmt to heel 1 dg 43.62 m-tons Draft @ F.P. 6.06 m.

List -.00 deg Draft @ A.P. 6.16 m.

KG = 7.14 m.

F.S. Corr. = .22 m.

Virtual KG = 7.36 m.

TRAS Ver. 2.7

8/27/99

FRV40-1 - Icing

Loading Condition H Mid-voyage DO-216; SW-192; FW-18

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

211 FW Tk P FW 50% 6.91 4.43 19.30 -1.25 3.91

221 FW Tk S FW 50% 11.06 4.43 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

342 DB #4 P DO 50% 24.96 1.79 26.92 -4.12 .00

343 DB #4 S DO 50% 24.96 1.79 26.92 4.12 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

400 SW Ballast .00 .00 .00 .00 .00

434 DB #3 C SW100% 84.30 2.24 20.83 .00 .00

440 DB #4 C SW100% 78.52 2.15 26.99 .00 .00

470 DT #6A P SW100% 14.70 5.81 57.67 -3.73 .00

471 DT #6A S SW100% 14.70 5.81 57.67 3.73 .00

7 Icing abv 66-30 69.00 12.58 31.16 .00 .00

TOTAL 2554.52 7.21 29.82 .00 571.90

Mean S.W. Draft 6.06 m. LCG 29.82 m. from Sta 0

KM 8.32 m. LCB 29.58 m. from Sta 0

KG 7.21 m. Trim lever .25 m. by stern

GM 1.11 m. Mmt to trim 1cm 28.65 m.-tons

Corr for F.S. .22 m. Trim .22 m. by stern

GM Available .89 m. LCF 34.54 m. from Sta 0

Mmt to heel 1 dg 39.48 m-tons Draft @ F.P. 5.92 m.

List -.00 deg Draft @ A.P. 6.14 m.

KG = 7.21 m.

F.S. Corr. = .22 m.

Virtual KG = 7.43 m.

TRAS Ver. 2.7

8/27/99

FRV40-1 - Icing

Loading Condition I Mid-voyage DO-216; SW-162; FW-18

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

211 FW Tk P FW 50% 6.91 4.43 19.30 -1.25 3.91

221 FW Tk S FW 50% 11.06 4.43 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

342 DB #4 P DO 50% 24.96 1.79 26.92 -4.12 .00

343 DB #4 S DO 50% 24.96 1.79 26.92 4.12 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

400 SW Ballast .00 .00 .00 .00 .00

434 DB #3 C SW100% 84.30 2.24 20.83 .00 .00

440 DB #4 C SW100% 78.52 2.15 26.99 .00 .00

7 Icing abv 66-30 69.00 12.58 31.16 .00 .00

TOTAL 2525.12 7.23 29.50 .00 571.90

Mean S.W. Draft 6.02 m. LCG 29.50 m. from Sta 0

KM 8.32 m. LCB 29.52 m. from Sta 0

KG 7.23 m. Trim lever .02 m. by bow

GM 1.09 m. Mmt to trim 1cm 28.50 m.-tons

Corr for F.S. .23 m. Trim .02 m. by bow

GM Available .87 m. LCF 34.53 m. from Sta 0

Mmt to heel 1 dg 38.16 m-tons Draft @ F.P. 6.03 m.

List -.00 deg Draft @ A.P. 6.01 m.

KG = 7.23 m.

F.S. Corr. = .23 m.

Virtual KG = 7.45 m.

TRAS Ver. 2.7

8/27/99

FRV40-1 - Icing

Loading Condition J Mid-voyage DO-216; SW-253; FW-18

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

211 FW Tk P FW 50% 6.91 4.43 19.30 -1.25 3.91

221 FW Tk S FW 50% 11.06 4.43 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

342 DB #4 P DO 50% 24.96 1.79 26.92 -4.12 .00

343 DB #4 S DO 50% 24.96 1.79 26.92 4.12 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

400 SW Ballast .00 .00 .00 .00 .00

430 DB #3 P SW100% 45.19 2.51 21.00 -4.04 .00

431 DB #3 S SW100% 45.19 2.51 21.00 4.04 .00

434 DB #3 C SW100% 84.30 2.24 20.83 .00 .00

440 DB #4 C SW100% 78.52 2.15 26.99 .00 .00

7 Icing abv 66-30 69.00 12.58 31.16 .00 .00

TOTAL 2615.50 7.06 29.21 .00 571.90

Mean S.W. Draft 6.14 m. LCG 29.21 m. from Sta 0

KM 8.32 m. LCB 29.70 m. from Sta 0

KG 7.06 m. Trim lever .49 m. by bow

GM 1.26 m. Mmt to trim 1cm 28.95 m.-tons

Corr for F.S. .22 m. Trim .44 m. by bow

GM Available 1.04 m. LCF 34.57 m. from Sta 0

Mmt to heel 1 dg 47.38 m-tons Draft @ F.P. 6.40 m.

List -.00 deg Draft @ A.P. 5.96 m.

KG = 7.06 m.

F.S. Corr. = .22 m.

Virtual KG = 7.28 m.

TRAS Ver. 2.7

8/27/99

FRV40-1 - Icing

Loading Condition K Mid-voyage DO-167; SW-253; FW-18

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

211 FW Tk P FW 50% 6.91 4.43 19.30 -1.25 3.91

221 FW Tk S FW 50% 11.06 4.43 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

324 DT #2 C DO 95% 48.00 3.48 13.00 .00 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

400 SW Ballast .00 .00 .00 .00 .00

430 DB #3 P SW100% 45.19 2.51 21.00 -4.04 .00

431 DB #3 S SW100% 45.19 2.51 21.00 4.04 .00

434 DB #3 C SW100% 84.30 2.24 20.83 .00 .00

440 DB #4 C SW100% 78.52 2.15 26.99 .00 .00

7 Icing abv 66-30 69.00 12.58 31.16 .00 .00

TOTAL 2565.58 7.17 29.25 .00 571.90

Mean S.W. Draft 6.07 m. LCG 29.25 m. from Sta 0

KM 8.32 m. LCB 29.60 m. from Sta 0

KG 7.17 m. Trim lever .35 m. by bow

GM 1.15 m. Mmt to trim 1cm 28.71 m.-tons

Corr for F.S. .22 m. Trim .31 m. by bow

GM Available .93 m. LCF 34.55 m. from Sta 0

Mmt to heel 1 dg 41.68 m-tons Draft @ F.P. 6.26 m.

List -.00 deg Draft @ A.P. 5.94 m.

KG = 7.17 m.

F.S. Corr. = .22 m.

Virtual KG = 7.39 m.

TRAS Ver. 2.7

8/27/99

FRV40-1 - Icing

Loading Condition M Mid-voyage DO-119; SW-267; FW-18

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

211 FW Tk P FW 50% 6.91 4.43 19.30 -1.25 3.91

221 FW Tk S FW 50% 11.06 4.43 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

320 DT #2 P DO 95% 49.25 3.91 15.22 -3.67 .00

321 DT #2 S DO 95% 49.25 3.91 15.22 3.67 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

400 SW Ballast .00 .00 .00 .00 .00

402 Forepk C SW 30% 13.51 3.14 3.40 .00 1.50

430 DB #3 P SW100% 45.19 2.51 21.00 -4.04 .00

431 DB #3 S SW100% 45.19 2.51 21.00 4.04 .00

434 DB #3 C SW100% 84.30 2.24 20.83 .00 .00

440 DB #4 C SW100% 78.52 2.15 26.99 .00 .00

7 Icing abv 66-30 69.00 12.58 31.16 .00 .00

TOTAL 2531.09 7.21 29.42 .00 573.40

Mean S.W. Draft 6.02 m. LCG 29.42 m. from Sta 0

KM 8.32 m. LCB 29.53 m. from Sta 0

KG 7.21 m. Trim lever .11 m. by bow

GM 1.10 m. Mmt to trim 1cm 28.53 m.-tons

Corr for F.S. .23 m. Trim .10 m. by bow

GM Available .88 m. LCF 34.53 m. from Sta 0

Mmt to heel 1 dg 38.79 m-tons Draft @ F.P. 6.08 m.

List -.00 deg Draft @ A.P. 5.98 m.

KG = 7.21 m.

F.S. Corr. = .23 m.

Virtual KG = 7.44 m.

TRAS Ver. 2.7

8/27/99

FRV40-1 - Icing

Loading Condition N Mid-voyage DO- 20; SW-298; FW- 4

Item Item Weight KG LCG TCG I/d

No. M.Tons m abv m fwd m off at 0

bl Sta 0 cl heel

1 LS 8/05/99 wi 8% ma 1805.00 7.70 32.10 .01 .00

90 Fixed ballast 80.00 3.36 10.07 -.60 .00

9 Service life grwth 54.20 12.85 32.10 .00 .00

2 Crew & Effects 6.50 12.26 21.74 -.01 .00

3 Stores 24.20 7.87 19.11 1.92 .00

10 Lube Oil 4.50 2.23 34.70 -4.84 1.00

20 Roll tank 34.00 14.51 15.70 .00 478.00

100 Itinerant Load 50.00 10.65 39.70 .00 .00

200 Fresh Water .00 .00 .00 .00 .00

212 FW Tk P FW 10% 1.38 4.05 19.30 -1.25 3.91

222 FW Tk S FW 10% 2.21 4.05 20.20 1.25 6.25

233 Sewage Hldg 0% .00 3.79 19.36 -4.49 .00

300 Diesel Oil .00 .00 .00 .00 .00

344 DB #4 P DO 15% 7.50 1.22 27.00 -3.67 .00

345 DB #4 S DO 15% 7.50 1.22 27.00 3.67 .00

380 DO day P DO 95% 10.26 6.32 42.84 -6.42 .00

381 DO day S DO 95% 10.26 6.32 42.84 6.42 .00

309 DO free surface .00 .00 .00 .00 .00

349 DB #4 P/S FS .00 .00 .00 .00 82.74

400 SW Ballast .00 .00 .00 .00 .00

401 Forepk C SW100% 45.05 5.80 2.91 .00 .00

430 DB #3 P SW100% 45.19 2.51 21.00 -4.04 .00

431 DB #3 S SW100% 45.19 2.51 21.00 4.04 .00

434 DB #3 C SW100% 84.30 2.24 20.83 .00 .00

440 DB #4 C SW100% 78.52 2.15 26.99 .00 .00

460 DT #6F P SW100% 23.91 5.61 51.99 -4.25 .00

461 DT #6F S SW100% 23.91 5.61 51.99 4.25 .00

7 Icing abv 66-30 69.00 12.58 31.16 .00 .00

TOTAL 2512.58 7.29 30.11 -.00 571.90

Mean S.W. Draft 6.00 m. LCG 30.11 m. from Sta 0

KM 8.32 m. LCB 29.50 m. from Sta 0

KG 7.29 m. Trim lever .62 m. by stern

GM 1.03 m. Mmt to trim 1cm 28.44 m.-tons

Corr for F.S. .23 m. Trim .55 m. by stern

GM Available .80 m. LCF 34.52 m. from Sta 0

Mmt to heel 1 dg 35.14 m-tons Draft @ F.P. 5.67 m.

List -.12 deg Draft @ A.P. 6.22 m.

KG = 7.29 m.

F.S. Corr. = .23 m.

Virtual KG = 7.52 m.

**Appendix A**

## SHCP Offsets 

SHCP Offsets were developed as follows:

1.  Offsets represent DWG FRV-40 802-00001.

2.  Basic offsets were represent hull with no appendages

3.  Skeg is modeled as an appendage defined by offsets

4.  Tunnel sections of the stern are modeled as a negative appendage
    defined by offsets.

5.  Geometry of hull, skeg, and tunnel is shown in attached sketch. Note
    the shaded area is added in twice (once by hull, once by skeg) and
    subtracted once (but negative tunnel) for net of one.

6.  Baseline is 0.5 m below keel at 30.15 m aft of fp. Note that this is
    the keel at bottom of the skeg, which extends lower than the basic
    hull at the stern.

7.  Depth to 01 level is 11.4 m

8.  Depth to main deck is 8.65 m

9.  The offsets do not include any camber

10. The offsets include sheer in the 01 level forward

11. In the basic offsets the superstructure (from main deck to 01 level)
    extends aft to 24.818 m aft of fp.

12. The following are modeled as appendages:

    a.  Skeg

        i.  Appendage \# 1, Skeg

        ii. Appendage \# 2, Stern tunnel

    b.  Appendage #3, Stern ramp cutout (negative appendage)

    c.  Appendage #4, Propeller (point appendage)

    d.  Appendage #5, Rudder (point appendage)

    e.  Appendage #6, Bilge keels (point appendage)

    f.  Appendage #7, Shell plating (point appendage)

    g.  Superstructure -- Based on arrangement drawing.

Modeled up to the 01 level (11.4 m above bl), from stem to frame 58.
Superstructure from stem to 24.818 m aft of fp is included in basic
offsets. Superstructure aft of 24.818 m aft of fp is modeled as
appendages as follows:

i.  Appendage \# 8, Superstructure, 24.818 m aft fp to frame 45

ii. Appendage \# 9, Superstructure, frame 45 -- 58

```{=html}
<!-- -->
```
13. These offsets do not include:

    a.  Bow thruster free-flooding volume. This is treated as part of
        lightship

    b.  Centerboard

    c.  Centerboard trunk free-flooding volume. This is treated as part
        of lightship

14. The offsets and appendages represent the starboard side of the
    vessel. Because of the presence on the starboard side of the
    longline pit cutout and the superstructure configuration, this
    stability characteristics of this side are worse than for the port
    side.

![](media/image3.wmf)

0001 FRV40 6-30-99

001 003003 1

1.000 0.005 0.005 58.000 0.125 9 2

1 +1 Skeg

1.000 0.005 0.005 58.000 0.125 0 2

1 -1 Stern tunnel

1.000 0.005 0.005 58.000 0.125 0 2

1 -1 Stern ramp

1.000 0.005 0.005 58.000 0.125 0 2

0 +1 Propeller 1.5 55.2 2.20 0.

0 +1 Rudder 3.6 58.3 2.40 0.

0 +1 Bilge keels 1.9 29.7 2.40 0.

0 +1 Shell plating 10.0 29.3 2.50 0.

1 +1 Suprstrt 24.818 - fr 45

1.000 0.005 0.005 58.000 0.125 0 2

1 +1 Suprstrt fr 45 - fr 58

1.000 0.005 0.005 58.000 0.125 0 2

99999999999999999999 5.90 0.00

021 3 3

4.4 4.5 4.6 4.7 4.8 4.9 5.0 5.1

5.2 5.3 5.4 5.5 5.6 5.7 5.8 6.0

6.1 6.2 6.3 6.4 6.5 4.3 4.2 4.1

9999999999

9999

-1.900 .000 11.078 0 1 AK-INT.OFF

-1.900 .075 11.117 0 1 FRV40 6-30-99

-1.900 .172 11.219 0 1

-1.900 .293 11.373 0 1 OFFSETS FOR INTACT STABILITY

-1.900 .448 11.592 0 1 Includes superstructure up to

-1.900 .500 11.670 88888 1 01 Level (11.4 m abv bl) from

-.809 .000 8.109 0 2 stem to Fr 58 (located 35.2 m

-.809 .026 8.136 0 2 aft of FP)

-.809 .045 8.204 0 2

-.809 .048 8.215 0 2

-.809 .075 8.341 0 2

-.809 .120 8.527 0 2

-.809 .215 8.869 0 2

-.809 .356 9.301 0 2

-.809 .427 9.494 0 2

-.809 .880 10.448 0 2

-.809 .940 10.551 0 2

-.809 1.765 11.649 88888 2

.699 .000 4.024 0 3

.699 .021 4.054 0 3

.699 .035 4.137 0 3

.699 .048 4.269 0 3

.699 .064 4.455 0 3

.699 .080 4.624 0 3

.699 .093 4.758 0 3

.699 .148 5.276 0 3

.699 .158 5.355 0 3

.699 .263 6.136 0 3

.699 .273 6.202 0 3

.699 .459 7.147 0 3

.699 .536 7.454 0 3

.699 .746 8.163 0 3

.699 1.197 9.239 0 3

.699 1.260 9.357 0 3

.699 1.946 10.385 0 3

.699 3.143 11.619 88888 3

2.204 .000 1.630 0 4

2.204 .053 1.647 0 4 SHCP Offsets

2.204 .106 1.694 0 4 SHCP \"C\" Card data is as follows:

2.204 .111 1.700 0 4 Station spacing = 1.000

2.204 .205 1.853 0 4 Vert. scale factor = .0050

2.204 .213 1.870 0 4 Horz. scale factor = .0050

2.204 .281 2.064 0 4 L.B.P. = 58.00

2.204 .312 2.202 0 4 Body plan scale = .125

2.204 .360 2.545 0 4 Number of appendages = 7

2.204 .369 2.645 0 4

2.204 .408 3.200 0 4 Appendages are as follows:

2.204 .425 3.477 0 4

2.204 .460 4.000 0 4 1. Skeg

2.204 .500 4.445 0 4 Volume Addition ; ISIGN = 1

2.204 .518 4.611 0 4 Described by offsets; KIND = 1

2.204 .621 5.326 0 4

2.204 .795 6.156 0 4 2. Stern tunnel

2.204 .905 6.567 0 4 Volume Deduction ; ISIGN = -1

2.204 1.064 7.082 0 4 Described by offsets; KIND = 1

2.204 1.436 8.079 0 4

2.204 1.984 9.142 0 4 3. Stern ramp

2.204 2.411 9.754 0 4 Volume Deduction ; ISIGN = -1

2.204 2.871 10.300 0 4 Described by offsets; KIND = 1

2.204 4.261 11.591 88888 4

3.712 .000 1.244 0 5 4. Propeller

3.712 .312 1.286 0 5 Volume Addition ; ISIGN = 1

3.712 .543 1.397 0 5 Point Volume = 1.50

3.712 .600 1.442 0 5 Point LCB = 55.200

3.712 .704 1.555 0 5 Point VCB = 2.200

3.712 .805 1.744 0 5 Point TCB = .000

3.712 .860 1.970 0 5

3.712 .885 2.244 0 5 5. Rudder

3.712 .893 2.577 0 5 Volume Addition ; ISIGN = 1

3.712 .896 2.972 0 5 Point Volume = 3.60

3.712 .901 3.429 0 5 Point LCB = 58.300

3.712 .906 3.610 0 5 Point VCB = 2.400

3.712 .923 3.950 0 5 Point TCB = .000

3.712 .986 4.552 0 5

3.712 1.118 5.253 0 5 6. Bilge keels

3.712 1.347 6.070 0 5 Volume Addition ; ISIGN = 1

3.712 1.679 6.984 0 5 Point Volume = 1.90

3.712 1.774 7.217 0 5 Point LCB = 29.700

3.712 2.107 7.967 0 5 Point VCB = 2.400

3.712 2.708 9.020 0 5 Point TCB = .000

3.712 3.678 10.196 0 5

3.712 5.204 11.562 88888 5 7. Shell plating

5.220 .000 1.197 0 6 Volume Addition ; ISIGN = 1

5.220 .442 1.222 0 6 Point Volume = 10.00

5.220 .803 1.298 0 6 Point LCB = 29.300

5.220 1.075 1.425 0 6 Point VCB = 2.500

5.220 1.253 1.604 0 6 Point TCB = .000

5.220 1.353 1.838 0 6

5.220 1.395 2.132 0 6 8. Superstructure, 24.818 m aft of

5.220 1.400 2.489 0 6 FP to fr 45

5.220 1.387 2.904 0 6 Volume Addition ; ISIGN = 1

5.220 1.377 3.371 0 6 Described by offsets; KIND = 1

5.220 1.394 3.888 0 6

5.220 1.417 4.136 0 6 9. Superstrucure, fr 45 - fr 58

5.220 1.467 4.475 0 6 Volume Addition ; ISIGN = 1

5.220 1.629 5.161 0 6 Described by offsets; KIND = 1

5.220 1.902 5.965 0 6

5.220 2.277 6.867 0 6

5.220 2.735 7.838 0 6

5.220 3.353 8.881 0 6

5.220 4.353 10.081 0 6

5.220 5.932 11.533 88888 6

6.728 .000 1.156 0 7

6.728 .500 1.171 0 7

6.728 .969 1.224 0 7

6.728 1.361 1.329 0 7

6.728 1.638 1.498 0 7

6.728 1.808 1.734 0 7

6.728 1.890 2.038 0 7

6.728 1.904 2.408 0 7

6.728 1.883 2.835 0 7

6.728 1.863 3.306 0 7

6.728 1.880 3.814 0 7

6.728 1.965 4.385 0 7

6.728 2.147 5.055 0 7

6.728 2.446 5.846 0 7

6.728 2.842 6.738 0 7

6.728 3.304 7.697 0 7

6.728 3.909 8.732 0 7

6.728 4.887 9.963 0 7

6.728 6.447 11.503 88888 7

9.744 .000 1.074 0 8

9.744 .568 1.090 0 8

9.744 1.202 1.142 0 8

9.744 1.796 1.237 0 8

9.744 2.263 1.383 0 8

9.744 2.591 1.590 0 8

9.744 2.788 1.867 0 8

9.744 2.870 2.221 0 8

9.744 2.882 2.638 0 8

9.744 2.879 3.099 0 8

9.744 2.910 3.596 0 8

9.744 3.007 4.154 0 8

9.744 3.195 4.806 0 8

9.744 3.489 5.576 0 8

9.744 3.862 6.445 0 8

9.744 4.279 7.384 0 8

9.744 4.802 8.410 0 8

9.744 5.651 9.715 0 8

9.744 7.078 11.445 88888 8

12.757 .000 .992 0 9

12.757 .614 1.013 0 9

12.757 1.358 1.071 0 9

12.757 2.087 1.162 0 9

12.757 2.682 1.284 0 9

12.757 3.131 1.453 0 9

12.757 3.449 1.686 0 9

12.757 3.654 1.999 0 9

12.757 3.780 2.381 0 9

12.757 3.865 2.818 0 9

12.757 3.944 3.303 0 9

12.757 4.051 3.853 0 9

12.757 4.219 4.493 0 9

12.757 4.470 5.240 0 9

12.757 4.783 6.082 0 9

12.757 5.128 6.997 0 9

12.757 5.332 7.522 0 9

12.757 5.548 8.016 0 9

12.757 6.260 9.362 0 9

12.757 7.416 11.407 88888 9

15.773 .000 .910 0 10

15.773 .632 .929 0 10

15.773 1.423 .981 0 10

15.773 2.212 1.059 0 10

15.773 2.872 1.160 0 10

15.773 3.399 1.300 0 10

15.773 3.823 1.498 0 10

15.773 4.167 1.770 0 10

15.773 4.444 2.114 0 10

15.773 4.659 2.523 0 10

15.773 4.825 2.997 0 10

15.773 4.972 3.543 0 10

15.773 5.137 4.175 0 10

15.773 5.348 4.900 0 10

15.773 5.594 5.714 0 10

15.773 5.856 6.606 0 10

15.773 6.169 7.624 0 10

15.773 6.319 8.052 0 10

15.773 6.694 9.065 0 10

15.773 7.484 11.400 88888 10

18.789 .000 .828 0 11

18.789 .622 .844 0 11

18.789 1.396 .886 0 11

18.789 2.186 .951 0 11

18.789 2.880 1.036 0 11

18.789 3.473 1.155 0 11

18.789 3.989 1.327 0 11

18.789 4.445 1.567 0 11

18.789 4.842 1.882 0 11

18.789 5.178 2.275 0 11

18.789 5.452 2.749 0 11

18.789 5.682 3.304 0 11

18.789 5.890 3.939 0 11

18.789 6.091 4.653 0 11

18.789 6.287 5.442 0 11

18.789 6.472 6.301 0 11

18.789 6.681 7.297 0 11

18.789 7.009 8.817 0 11

18.789 7.498 11.400 88888 11

21.802 .000 .746 0 12

21.802 .601 .758 0 12

21.802 1.335 .793 0 12

21.802 2.100 .847 0 12

21.802 2.811 .920 0 12

21.802 3.459 1.024 0 12

21.802 4.054 1.178 0 12

21.802 4.602 1.395 0 12

21.802 5.100 1.690 0 12

21.802 5.542 2.076 0 12

21.802 5.923 2.561 0 12

21.802 6.241 3.136 0 12

21.802 6.494 3.787 0 12

21.802 6.687 4.500 0 12

21.802 6.832 5.257 0 12

21.802 6.946 6.042 0 12

21.802 7.083 6.953 0 12

21.802 7.262 8.447 0 12

21.802 7.269 8.523 0 12

21.802 7.365 9.658 0 12

21.802 7.500 11.400 88888 12

24.818 .000 .664 0 13 \*

24.818 .582 .674 0 13 \* Longl breakpoint - end of superstructure

24.818 1.279 .704 0 13 \*

24.818 2.017 .751 0 13 \*

24.818 2.732 .817 0 13 \*

24.818 3.417 .913 0 13 \*

24.818 4.076 1.053 0 13 \*

24.818 4.709 1.254 0 13 \*

24.818 5.303 1.536 0 13 \*

24.818 5.842 1.922 0 13 \*

24.818 6.310 2.427 0 13 \*

24.818 6.608 2.877 0 13 \*

24.818 6.691 3.031 0 13 \*

24.818 6.968 3.707 0 13 \*

24.818 7.103 4.244 0 13 \*

24.818 7.137 4.423 0 13 \*

24.818 7.230 5.132 0 13 \*

24.818 7.266 5.566 0 13 \*

24.818 7.282 5.793 0 13 \*

24.818 7.335 6.239 0 13 \*

24.818 7.365 6.481 0 13 \*

24.818 7.449 7.504 0 13 \*

24.818 7.473 8.223 0 13 \*

24.818 7.490 10.120 0 13 \*

24.818 7.500 11.400 88888 13 \*

24.819 .000 .664 0 14 \*

24.819 .582 .674 0 14 \*

24.819 1.279 .704 0 14 \*

24.819 2.017 .751 0 14 \*

24.819 2.732 .817 0 14 \*

24.819 3.417 .913 0 14 \*

24.819 4.076 1.053 0 14 \*

24.819 4.709 1.254 0 14 \*

24.819 5.303 1.536 0 14 \*

24.819 5.842 1.922 0 14 \*

24.819 6.310 2.427 0 14 \*

24.819 6.608 2.877 0 14 \*

24.819 6.691 3.031 0 14 \*

24.819 6.968 3.707 0 14 \*

24.819 7.103 4.244 0 14 \*

24.819 7.137 4.423 0 14 \*

24.819 7.230 5.132 0 14 \*

24.819 7.266 5.566 0 14 \*

24.819 7.282 5.793 0 14 \*

24.819 7.335 6.239 0 14 \*

24.819 7.365 6.481 0 14 \*

24.819 7.449 7.504 0 14 \*

24.819 7.473 8.223 0 14 \*

24.819 7.489 10.025 88888 14 \*

24.820 .000 .664 0 15 \*

24.820 .582 .674 0 15 \*

24.820 1.279 .704 0 15 \*

24.820 2.017 .751 0 15 \*

24.820 2.732 .817 0 15 \*

24.820 3.417 .913 0 15 \*

24.820 4.076 1.053 0 15 \*

24.820 4.709 1.254 0 15 \*

24.820 5.303 1.536 0 15 \*

24.820 5.842 1.922 0 15 \*

24.820 6.310 2.427 0 15 \*

24.820 6.608 2.877 0 15 \*

24.820 6.691 3.031 0 15 \*

24.820 6.968 3.707 0 15 \*

24.820 7.103 4.244 0 15 \*

24.820 7.137 4.423 0 15 \*

24.820 7.230 5.132 0 15 \*

24.820 7.266 5.566 0 15 \*

24.820 7.282 5.793 0 15 \*

24.820 7.335 6.239 0 15 \*

24.820 7.365 6.481 0 15 \*

24.820 7.449 7.504 0 15 \*

24.820 7.473 8.223 0 15 \*

24.820 7.477 8.650 88888 15 \*

27.833 .000 .585 0 16

27.833 .902 .607 0 14

27.833 1.972 .668 0 14

27.833 3.033 .774 0 14

27.833 3.584 .860 0 14

27.833 4.081 .960 0 14

27.833 4.654 1.106 0 14

27.833 5.130 1.271 0 14

27.833 5.483 1.430 0 14

27.833 5.797 1.609 0 14

27.833 6.072 1.811 0 14

27.833 6.334 2.051 0 14

27.833 6.575 2.332 0 14

27.833 6.791 2.649 0 14

27.833 6.968 2.966 0 14

27.833 7.120 3.313 0 14

27.833 7.248 3.685 0 14

27.833 7.367 4.200 0 14

27.833 7.440 4.752 0 14

27.833 7.483 5.569 0 14

27.833 7.492 6.736 0 14

27.833 7.493 8.650 88888 14

30.848 1.649 .604 0 15

30.848 3.015 .716 0 15

30.848 3.560 .802 0 15

30.848 4.075 .911 0 15

30.848 4.667 1.070 0 15

30.848 5.166 1.250 0 15

30.848 5.453 1.381 0 15

30.848 5.709 1.518 0 15

30.848 5.941 1.667 0 15

30.848 6.151 1.829 0 15

30.848 6.416 2.082 0 15

30.848 6.657 2.374 0 15

30.848 6.870 2.698 0 15

30.848 7.117 3.191 0 15

30.848 7.303 3.725 0 15

30.848 7.413 4.218 0 15

30.848 7.486 4.856 0 15

30.848 7.498 5.395 0 15

30.848 7.501 7.708 0 15

30.848 7.499 8.650 88888 15

33.863 2.134 .808 0 16

33.863 3.011 .878 0 16

33.863 3.551 .963 0 16

33.863 4.063 1.079 0 16

33.863 4.630 1.253 0 16

33.863 5.142 1.460 0 16

33.863 5.672 1.750 0 16

33.863 5.907 1.911 0 16

33.863 6.120 2.079 0 16

33.863 6.392 2.341 0 16

33.863 6.636 2.634 0 16

33.863 6.852 2.947 0 16

33.863 7.114 3.426 0 16

33.863 7.300 3.901 0 16

33.863 7.416 4.343 0 16

33.863 7.474 4.743 0 16

33.863 7.501 5.316 0 16

33.863 7.501 5.575 0 16

33.863 7.501 5.813 0 16

33.863 7.501 6.410 0 16

33.863 7.500 8.650 88888 16

36.878 2.097 1.362 0 17

36.878 3.557 1.494 0 17

36.878 4.060 1.600 0 17

36.878 4.609 1.762 0 17

36.878 5.115 1.966 0 17

36.878 5.633 2.243 0 17

36.878 6.078 2.563 0 17

36.878 6.477 2.951 0 17

36.878 6.822 3.383 0 17

36.878 7.099 3.834 0 17

36.878 7.288 4.246 0 17

36.878 7.413 4.636 0 17

36.878 7.474 4.959 0 17

36.878 7.501 5.422 0 17

36.878 7.501 5.721 0 17

36.878 7.501 6.056 0 17

36.878 7.501 6.465 0 17

36.878 7.500 8.650 88888 17

38.386 1.969 1.719 0 18

38.386 3.024 1.771 0 18

38.386 3.566 1.838 0 18

38.386 4.060 1.936 0 18

38.386 4.603 2.091 0 18

38.386 5.105 2.283 0 18

38.386 5.614 2.545 0 18

38.386 6.059 2.853 0 18

38.386 6.462 3.225 0 18

38.386 6.806 3.639 0 18

38.386 7.090 4.072 0 18

38.386 7.285 4.459 0 18

38.386 7.413 4.825 0 18

38.386 7.474 5.118 0 18

38.386 7.501 5.538 0 18

38.386 7.501 5.822 0 18

38.386 7.501 6.148 0 18

38.386 7.501 6.550 0 18

38.386 7.499 8.650 88888 18

39.893 1.838 2.112 0 19

39.893 3.030 2.146 0 19

39.893 3.572 2.207 0 19

39.893 4.063 2.295 0 19

39.893 4.603 2.435 0 19

39.893 5.099 2.615 0 19

39.893 5.602 2.862 0 19

39.893 6.044 3.155 0 19

39.893 6.447 3.508 0 19

39.893 6.797 3.905 0 19

39.893 7.087 4.322 0 19

39.893 7.279 4.685 0 19

39.893 7.410 5.029 0 19

39.893 7.474 5.297 0 19

39.893 7.501 5.685 0 19

39.893 7.501 5.956 0 19

39.893 7.501 6.276 0 19

39.893 7.501 6.669 0 19

39.893 7.500 8.650 88888 19

41.401 1.686 2.521 0 20

41.401 3.575 2.579 0 20

41.401 4.069 2.658 0 20

41.401 4.606 2.786 0 20

41.401 5.096 2.954 0 20

41.401 5.596 3.185 0 20

41.401 6.035 3.463 0 20

41.401 6.437 3.798 0 20

41.401 6.788 4.173 0 20

41.401 7.081 4.572 0 20

41.401 7.279 4.913 0 20

41.401 7.410 5.243 0 20

41.401 7.471 5.496 0 20

41.401 7.501 5.861 0 20

41.401 7.501 6.124 0 20

41.401 7.501 6.434 0 20

41.401 7.501 6.815 0 20

41.400 7.499 8.650 88888 20

42.908 3.036 2.920 77777 21

42.908 3.581 2.957 0 21

42.908 4.075 3.027 0 21

42.908 4.612 3.143 0 21

42.908 5.096 3.295 0 21

42.908 5.593 3.508 0 21

42.908 6.032 3.767 0 21

42.908 6.434 4.087 0 21

42.908 6.785 4.441 0 21

42.908 7.081 4.822 0 21

42.908 7.276 5.148 0 21

42.908 7.410 5.465 0 21

42.908 7.471 5.709 0 21

42.908 7.501 6.063 0 21

42.908 7.501 6.316 0 21

42.908 7.501 6.614 0 21

42.908 7.501 6.986 0 21

42.908 7.499 8.650 88888 21

44.416 3.042 3.313 77777 22

44.416 3.588 3.341 0 22

44.416 4.081 3.396 0 22

44.416 4.621 3.499 0 22

44.416 5.102 3.636 0 22

44.416 5.599 3.834 0 22

44.416 6.032 4.072 0 22

44.416 6.434 4.374 0 22

44.416 6.782 4.709 0 22

44.416 7.078 5.075 0 22

44.416 7.276 5.386 0 22

44.416 7.410 5.694 0 22

44.416 7.471 5.931 0 22

44.416 7.501 6.279 0 22

44.416 7.501 6.526 0 22

44.416 7.501 6.815 0 22

44.416 7.501 7.175 0 22

44.416 7.499 8.650 88888 22

45.923 3.048 3.713 77777 23

45.923 3.597 3.728 0 23

45.923 4.094 3.770 0 23

45.923 4.633 3.856 0 23

45.923 5.112 3.975 0 23

45.923 5.608 4.154 0 23

45.923 6.038 4.374 0 23

45.923 6.441 4.657 0 23

45.923 6.785 4.977 0 23

45.923 7.081 5.328 0 23

45.923 7.276 5.630 0 23

45.923 7.410 5.928 0 23

45.923 7.471 6.163 0 23

45.923 7.501 6.511 0 23

45.923 7.501 6.748 0 23

45.923 7.501 7.032 0 23

45.923 7.501 7.376 0 23

45.923 7.499 8.650 88888 23

47.431 3.054 4.109 77777 24

47.431 4.106 4.142 0 24

47.431 4.654 4.209 0 24

47.431 5.127 4.307 0 24

47.431 5.627 4.468 0 24

47.431 6.050 4.670 0 24

47.431 6.450 4.938 0 24

47.431 6.791 5.243 0 24

47.431 7.084 5.581 0 24

47.431 7.279 5.880 0 24

47.431 7.410 6.172 0 24

47.431 7.474 6.407 0 24

47.431 7.501 6.748 0 24

47.431 7.501 6.983 0 24

47.431 7.501 7.254 0 24

47.431 7.501 7.587 0 24

47.430 7.500 8.650 88888 24

48.938 3.636 4.471 77777 25

48.938 4.121 4.490 0 25

48.938 4.682 4.542 0 25

48.938 5.145 4.621 0 25

48.938 5.648 4.764 0 25

48.938 6.066 4.950 0 25

48.938 6.462 5.206 0 25

48.938 6.803 5.505 0 25

48.938 7.090 5.834 0 25

48.938 7.282 6.130 0 25

48.938 7.410 6.419 0 25

48.938 7.474 6.654 0 25

48.938 7.501 6.998 0 25

48.938 7.501 7.227 0 25

48.938 7.501 7.486 0 25

48.938 7.501 7.803 0 25

48.938 7.500 8.650 88888 25

50.446 4.142 4.782 77777 26

50.446 4.709 4.825 0 26

50.446 5.169 4.895 0 26

50.446 5.669 5.029 0 26

50.446 6.084 5.206 0 26

50.446 6.477 5.456 0 26

50.446 6.812 5.755 0 26

50.446 7.096 6.084 0 26

50.446 7.285 6.383 0 26

50.446 7.413 6.672 0 26

50.446 7.474 6.907 0 26

50.446 7.501 7.248 0 26

50.446 7.501 7.471 0 26

50.446 7.501 7.718 0 26

50.446 7.501 8.022 0 26

50.446 7.500 8.650 88888 26

51.953 4.164 5.002 77777 27

51.953 4.737 5.048 0 27

51.953 5.191 5.118 0 27

51.953 5.694 5.255 0 27

51.953 6.105 5.435 0 27

51.953 6.489 5.691 0 27

51.953 6.825 5.992 0 27

51.953 7.102 6.328 0 27

51.953 7.288 6.629 0 27

51.953 7.413 6.922 0 27

51.953 7.474 7.157 0 27

51.953 7.501 7.498 0 27

51.953 7.501 7.666 0 27

51.953 7.501 7.827 0 27

51.953 7.501 8.242 0 27

51.953 7.500 8.650 88888 27

53.461 3.316 5.133 77777 28

53.461 4.191 5.160 0 28

53.461 4.761 5.218 0 28

53.461 5.218 5.297 0 28

53.461 5.715 5.447 0 28

53.461 6.124 5.636 0 28

53.461 6.505 5.901 0 28

53.461 6.834 6.218 0 28

53.461 7.105 6.559 0 28

53.461 7.294 6.870 0 28

53.461 7.416 7.169 0 28

53.461 7.474 7.407 0 28

53.461 7.501 7.754 0 28

53.461 7.501 7.916 0 28

53.461 7.501 8.071 0 28

53.461 7.501 8.464 0 28

53.461 7.500 8.650 88888 28

54.968 3.124 5.240 77777 29

54.968 3.725 5.255 0 29

54.968 4.215 5.288 0 29

54.968 4.788 5.358 0 29

54.968 5.243 5.453 0 29

54.968 5.736 5.614 0 29

54.968 6.142 5.819 0 29

54.968 6.517 6.093 0 29

54.968 6.846 6.425 0 29

54.968 7.111 6.779 0 29

54.968 7.297 7.102 0 29

54.968 7.416 7.410 0 29

54.968 7.474 7.657 0 29

54.968 7.501 8.013 0 29

54.968 7.501 8.175 0 29

54.968 7.501 8.321 0 29

54.968 7.500 8.650 88888 29

56.476 2.006 5.328 77777 30

56.476 3.746 5.358 0 30

56.476 4.243 5.401 0 30

56.476 4.816 5.486 0 30

56.476 5.270 5.593 0 30

56.476 5.758 5.767 0 30

56.476 6.163 5.986 0 30

56.476 6.532 6.276 0 30

56.476 6.855 6.620 0 30

56.476 7.117 6.986 0 30

56.476 7.300 7.327 0 30

56.476 7.416 7.651 0 30

56.476 7.474 7.916 0 30

56.476 7.501 8.300 0 30

56.476 7.501 8.605 0 30

56.476 7.500 8.650 88888 30

57.988 2.012 5.395 77777 31

57.988 3.155 5.407 0 31

57.988 3.761 5.447 0 31

57.988 4.267 5.502 0 31

57.988 4.837 5.605 0 31

57.988 5.301 5.733 0 31

57.988 5.788 5.928 0 31

57.988 6.194 6.166 0 31

57.988 6.559 6.477 0 31

57.988 6.876 6.837 0 31

57.988 7.129 7.224 0 31

57.988 7.306 7.590 0 31

57.988 7.419 7.934 0 31

57.988 7.477 8.236 0 31

57.988 7.500 8.650 88888 31

59.491 2.015 5.450 77777 32

59.491 3.164 5.474 0 32

59.491 3.770 5.523 0 32

59.491 4.289 5.596 0 32

59.491 4.859 5.721 0 32

59.491 5.337 5.877 0 32

59.491 5.828 6.102 0 32

59.491 6.233 6.370 0 32

59.491 6.596 6.703 0 32

59.491 6.904 7.090 0 32

59.491 7.145 7.495 0 32

59.491 7.315 7.897 0 32

59.491 7.422 8.278 0 32

59.491 7.479 8.650 88888 32

60.998 2.015 5.499 77777 33

60.998 3.170 5.529 0 33

60.998 3.777 5.593 0 33

60.998 4.307 5.685 0 33

60.998 4.880 5.837 0 33

60.998 5.377 6.026 0 33

60.998 5.874 6.288 0 33

60.998 6.282 6.590 0 33

60.998 6.468 6.764 0 33

60.998 6.639 6.953 0 33

60.998 6.937 7.367 0 33

60.998 7.163 7.800 0 33

60.998 7.327 8.245 0 33

60.998 7.423 8.650 99999 33

27.833 .000 .585 A1-1

27.833 .500 .587 88888 A1-1 APPENDAGE: SKEG

30.848 .000 .503 A1-2

30.848 .451 .503 A1-2

30.848 .902 .503 A1-2

30.848 1.567 .579 A1-2

30.848 1.649 .604 88888 A1-2 SHCP Offsets

33.863 .000 .421 A1-3 SHCP \"C\" Card data is as follows:

33.863 .677 .421 A1-3 Station spacing = 1.000

33.863 1.356 .421 A1-3 Vert. scale factor = .0050

33.863 1.844 .549 A1-3 Horz. scale factor = .0050

33.863 2.064 .716 A1-3 L.B.P. = 58.00

33.863 2.134 .808 88888 A1-3 Body plan scale = .125

36.878 .000 .341 A1-4 Number of appendages = 0

36.878 .549 .341 A1-4

36.878 1.097 .341 A1-4

36.878 1.585 .469 A1-4

36.878 1.804 .634 A1-4

36.878 1.969 .853 A1-4

36.878 2.067 1.097 A1-4

36.878 2.097 1.341 A1-4

36.878 2.097 1.362 88888 A1-4

38.386 .000 .302 A1-5

38.386 .485 .302 A1-5

38.386 .969 .302 A1-5

38.386 1.457 .430 A1-5

38.386 1.676 .594 A1-5

38.386 1.841 .814 A1-5

38.386 1.939 1.058 A1-5

38.386 1.969 1.302 77777 A1-5

38.386 1.969 1.719 88888 A1-5

39.893 .000 .262 A1-6

39.893 .421 .262 A1-6

39.893 .838 .262 A1-6

39.893 1.329 .390 A1-6

39.893 1.545 .555 A1-6

39.893 1.710 .771 A1-6

39.893 1.807 1.018 A1-6

39.893 1.838 1.262 77777 A1-6

39.893 1.838 2.112 88888 A1-6

41.401 .000 .223 A1-7

41.401 .354 .223 A1-7

41.401 .710 .223 A1-7

41.401 1.198 .347 A1-7

41.401 1.417 .515 A1-7

41.401 1.582 .732 A1-7

41.401 1.679 .978 A1-7

41.401 1.710 1.222 77777 A1-7

41.401 1.710 2.326 77777 A1-7

41.401 1.686 2.521 88888 A1-7

42.908 .000 .180 A1-8

42.908 .290 .180 A1-8

42.908 .582 .180 A1-8

42.908 1.070 .308 A1-8

42.908 1.289 .472 A1-8

42.908 1.454 .692 A1-8

42.908 1.551 .936 A1-8

42.908 1.582 1.180 77777 A1-8

42.908 1.582 2.286 77777 A1-8

42.908 1.454 2.774 A1-8

42.908 1.414 2.826 A1-8

42.908 1.414 2.951 88888 A1-8

44.416 .000 .140 A1-9

44.416 .226 .140 A1-9

44.416 .451 .140 A1-9

44.416 .942 .268 A1-9

44.416 1.158 .433 A1-9

44.416 1.323 .652 A1-9

44.416 1.420 .896 A1-9

44.416 1.451 1.140 A1-9

44.416 1.451 2.243 A1-9

44.416 1.323 2.734 A1-9

44.416 1.173 2.932 77777 A1-9

44.416 1.173 3.402 88888 A1-9

45.923 .000 .101 A1-10

45.923 .162 .101 A1-10

45.923 .323 .101 A1-10

45.923 .811 .229 A1-10

45.923 1.030 .393 A1-10

45.923 1.195 .613 A1-10

45.923 1.292 .856 A1-10

45.923 1.323 1.100 A1-10

45.923 1.323 2.204 A1-10

45.923 1.195 2.694 A1-10

45.923 1.030 2.911 A1-10

45.923 .930 2.987 77777 A1-10

45.923 .930 3.853 88888 A1-10

47.431 .000 .061 A1-11

47.431 .098 .061 A1-11

47.431 .195 .061 A1-11

47.431 .683 .189 A1-11

47.431 .902 .354 A1-11

47.431 1.067 .570 A1-11

47.431 1.164 .817 A1-11

47.431 1.195 1.061 A1-11

47.431 1.195 2.164 A1-11

47.431 1.067 2.652 A1-11

47.431 .902 2.871 A1-11

47.431 .689 3.033 77777 A1-11

47.431 .689 4.273 88888 A1-11

48.938 .000 .021 A1-12

48.938 .034 .021 A1-12

48.938 .064 .021 A1-12

48.938 .555 .149 A1-12

48.938 .771 .314 A1-12

48.938 .939 .530 A1-12

48.938 1.033 .777 A1-12

48.938 1.064 1.021 A1-12

48.938 1.064 2.121 A1-12

48.938 .939 2.612 A1-12

48.938 .771 2.829 A1-12

48.938 .555 2.996 A1-12

48.938 .445 3.039 77777 A1-12

48.938 .445 4.636 88888 A1-12

50.446 .000 .137 A1-13

50.446 .229 .165 A1-13

50.446 .457 .259 A1-13

50.446 .661 .418 A1-13

50.446 .817 .628 A1-13

50.446 .908 .866 A1-13

50.446 .936 1.100 77777 A1-13

50.446 .936 2.100 77777 A1-13

50.446 .908 2.329 A1-13

50.446 .817 2.557 A1-13

50.446 .661 2.762 A1-13

50.446 .457 2.917 A1-13

50.446 .229 3.008 A1-13

50.446 .204 3.011 77777 A1-13

50.446 .204 4.913 88888 A1-13

51.953 .000 .427 A1-14

51.953 .198 .454 A1-14

51.953 .393 .540 A1-14

51.953 .570 .689 A1-14

51.953 .704 .881 A1-14

51.953 .783 1.100 A1-14

51.953 .808 1.317 A1-14

51.953 .808 2.097 A1-14

51.953 .783 2.295 A1-14

51.953 .704 2.493 A1-14

51.953 .570 2.670 A1-14

51.953 .396 2.801 A1-14

51.953 .198 2.880 A1-14

51.953 .000 2.905 88888 A1-14

53.461 .000 1.149 A1-15

53.461 .165 1.170 A1-15

53.461 .332 1.241 A1-15

53.461 .479 1.356 A1-15

53.461 .591 1.509 A1-15

53.461 .658 1.683 A1-15

53.461 .680 1.853 A1-15

53.461 .680 2.094 A1-15

53.461 .658 2.262 A1-15

53.461 .591 2.426 A1-15

53.461 .479 2.576 A1-15

53.461 .332 2.688 A1-15

53.461 .165 2.752 A1-15

53.461 .000 2.774 99999 A1-15

42.908 .000 2.919 A2-1

42.908 3.036 2.920 77777 A2-1 APPENDAGE: Stern Tunnel

42.908 1.414 2.951 77777 A2-1

42.908 .000 2.952 88888 A2-1

44.418 .000 3.312 A2-2

44.418 3.042 3.313 77777 A2-2

44.418 1.173 3.402 77777 A2-2 SHCP Offsets

44.418 .000 3.403 88888 A2-2 SHCP \"C\" Card data is as follows:

45.928 .000 3.712 A2-3 Station spacing = 1.000

45.928 3.048 3.713 77777 A2-3 Vert. scale factor = .0050

45.928 .930 3.853 77777 A2-3 Horz. scale factor = .0050

45.928 .000 3.854 88888 A2-3 L.B.P. = 58.00

47.428 .000 4.108 A2-4 Body plan scale = .125

47.428 3.054 4.109 77777 A2-4 Number of appendages = 0

47.428 1.978 4.167 A2-4

47.428 .689 4.273 77777 A2-4

47.428 .000 4.274 88888 A2-4

48.938 .000 4.470 A2-5

48.938 3.636 4.471 77777 A2-5

48.938 1.981 4.539 A2-5

48.938 .445 4.636 77777 A2-5

48.938 .000 4.637 88888 A2-5

50.448 .000 4.781 A2-6

50.448 4.142 4.782 77777 A2-6

50.448 .204 4.913 77777 A2-6

50.448 .000 4.914 88888 A2-6

51.958 .000 5.001 A2-7

51.958 4.164 5.002 77777 A2-7

51.958 1.990 5.038 A2-7

51.958 .000 5.105 77777 A2-7

51.958 .000 5.106 88888 A2-7

53.458 .000 5.132 A2-8

53.458 3.316 5.133 77777 A2-8

53.458 1.996 5.163 A2-8

53.458 .000 5.224 88888 A2-8

54.968 .000 5.239 A2-9

54.968 3.124 5.240 77777 A2-9

54.968 2.000 5.252 A2-9

54.968 .000 5.307 88888 A2-9

56.478 .000 5.327 A2-10

56.478 2.006 5.328 77777 A2-10

56.478 .000 5.368 88888 A2-10

57.988 .000 5.394 A2-11

57.988 2.012 5.395 77777 A2-11

57.988 .000 5.426 88888 A2-11

59.488 .000 5.449 A2-12

59.488 2.015 5.450 77777 A2-12

59.488 .000 5.483 88888 A2-12

60.998 .000 5.498 A2-13

60.998 2.015 5.499 77777 A2-13

60.998 .000 5.544 99999 A2-13

56.798 .000 8.63 A3-1 NEGATIVE APPENDAGE: Stern Ramp

56.798 1.95 8.64 77777 A3-1 Frame 93 - Transom

56.798 1.95 8.65 88888 A3-1 SHCP Offsets

58.898 .000 7.25 A3-2 SHCP \"C\" Card data is same as above

58.898 1.95 7.26 77777 A3-2

58.898 1.95 7.27 88888 A3-2

60.998 .000 5.88 A3-3

60.998 1.95 5.89 77777 A3-3

60.998 1.95 5.90 99999 A3-3

24.818 .000 8.649 A8-1

24.818 7.493 8.650 77777 A8-1

24.818 7.493 11.400 88888 A8-1 APPENDAGE: Superstructure

26.109 .000 8.649 A8-1 24.818 m aft FP - frame 45

26.109 7.500 8.650 77777 A8-1

26.109 7.500 11.400 88888 A8-1

27.400 .000 8.649 A8-1

27.400 7.500 8.650 77777 A8-1

27.400 7.500 11.400 99999 A8-1

27.400 .000 8.649 A9-1

27.400 3.500 8.650 77777 A9-1

27.400 3.500 11.400 88888 A9-1 APPENDAGE: Superstructure

31.300 .000 8.649 A9-1 frame 45 - frame 58

31.300 3.500 8.650 77777 A9-1

31.300 3.500 11.400 88888 A9-1

35.200 .000 8.649 A9-1

35.200 3.500 8.650 77777 A9-1

35.200 3.500 11.400 99999 A9-1

**Appendix B**

**Hydrostatics**

SHIP- FRV40 6-30-99 NUMBER- 1 6/30/99

SHCP Ver. 3.16

Design Displacement 2438.696 metric tons SW

Design LCG 29.342 meters from Station 0

Design Draft 5.900 meters

Design Trim .000 meters (+ by stern)

Length Overall 62.898 meters

Length Between Perpendiculars 58.000 meters

Length on Design Waterline 60.748 meters

Station of Max Area (at DWL) 30.422 meters from Station 0

Beam at Station of Max Area 15.013 meters

Section Area Coefficient .7926

Prismatic Coefficient .5840

Block Coefficient .4628

Station 0 is located at the bow

No hog or sag

Appendage Properties at Design Condition \--

No Title Volume Displ TCB VCB LCB

1 Skeg 118.7 121.8 .00 1.59 43.93

2 Stern tunnel -5.7 -5.8 .00 4.44 49.39

3 Stern ramp -.1 -.1 .00 6.99 60.16

4 Propeller 1.5 1.5 .00 2.20 55.20

5 Rudder 3.6 3.7 .00 2.40 58.30

6 Bilge keels 1.9 1.9 .00 2.40 29.70

7 Shell plating 10.0 10.3 .00 2.50 29.30

8 Suprstrt 24.818 - fr 45 .0 .0 .00 .00 .00

9 Suprstrt fr 45 - fr 58 .0 .0 .00 .00 .00

Ship- FRV40 6-30-99 6/30/99

SHCP Ver. 3.16

HYDROSTATICS

Units and Definitions

CIDOMTS Change in displacement for one meter of trim

by stern in tons

Displacement Displacement in metric tons SW

Draft Height above baseline in meters amidships

KB Height of center of buoyance above baseline in

meters

LCB Longitudinal center of buoyancy in meters from

Station 0

LCF Longitudinal center of floatation in meters from

Station 0

Long BM Longitudinal BM in meters

Long KM Longitudinal KM in meters

MT1 Moment to change trim one centimeter in meter-tons

Prismatic Prismatic Coefficient - Volume/(LBP X Area\*)

TPC Tons per centimeter immersion

Trnsv BM Transverse BM in meters

Trnsv KM Transverse KM in meters

Volume Displaced volume in cubic meters

Wetted Surface Surface area of wetted portion of hull in square meters

WPlane Coef Waterplane Coefficient - Waterplane Area/(LBP X Beam\*)

WPlane I Coef Inertia Coeff - WPlane Transv. Inertia/(LBP x Beam\*
cubed/12)

Station 0 is located at the bow

Area\* and Beam\* are properties at the tabulated draft of the station
of

maximum area at design draft

All tons are metric tons = 1000 KG

Ship- FRV40 6-30-99 6/30/99

SHCP Ver. 3.16

HYDROSTATICS - PART I Trim .000 meters with appendages

SW at .975 cubic meters per ton

Hog = .0000 meters

Draft Volume Displacement LCB KB Wetted Prism WPlane WPlane

Surface Coef Coef I Coef

4.50 1507. 1545.7 27.82 2.83 701. .528 .615 .474

4.60 1560. 1600.1 27.87 2.89 716. .530 .626 .484

4.70 1614. 1655.9 27.92 2.95 733. .533 .635 .494

4.80 1670. 1712.7 27.99 3.01 750. .536 .645 .505

4.90 1726. 1770.0 28.05 3.07 768. .539 .657 .516

5.00 1784. 1829.4 28.13 3.13 787. .542 .669 .528

5.10 1842. 1888.9 28.20 3.19 810. .546 .687 .543

5.20 1902. 1950.9 28.29 3.25 834. .549 .707 .558

5.30 1964. 2014.4 28.40 3.32 862. .553 .728 .574

5.40 2028. 2080.4 28.53 3.38 895. .558 .754 .592

5.50 2095. 2149.1 28.68 3.45 935. .563 .786 .612

5.60 2165. 2220.3 28.85 3.52 955. .568 .803 .629

5.70 2235. 2292.4 29.02 3.58 972. .573 .812 .644

5.80 2306. 2365.2 29.18 3.65 988. .579 .820 .657

DWL 5.90 2378. 2438.7 29.34 3.72 1003. .584 .827 .669

6.00 2450. 2512.8 29.50 3.78 1017. .589 .831 .679

6.10 2523. 2587.5 29.64 3.85 1032. .594 .836 .689

6.20 2596. 2662.7 29.78 3.91 1045. .599 .841 .699

6.30 2670. 2738.3 29.92 3.98 1059. .604 .845 .708

6.40 2744. 2814.3 30.05 4.04 1072. .609 .849 .716

6.50 2818. 2890.7 30.17 4.10 1086. .613 .853 .723

HYDROSTATICS - PART II Trim .000 meters with appendages

Draft WPlane LCF TPC CIDOMTS Long. Trnsv Long. Trnsv MT1

Area BM BM KM KM

4.50 532. 29.25 5.45 2.31 46.5 5.04 49.3 7.87 12.4

4.60 542. 29.52 5.56 4.97 47.1 4.99 50.0 7.88 13.0

4.70 550. 29.72 5.65 7.05 47.3 4.94 50.3 7.89 13.5

4.80 560. 29.96 5.74 9.55 47.8 4.89 50.8 7.90 14.1

4.90 570. 30.23 5.85 12.44 48.5 4.85 51.5 7.92 14.8

5.00 581. 30.53 5.96 15.68 49.3 4.81 52.5 7.94 15.6

5.10 596. 30.97 6.12 20.76 51.3 4.79 54.5 7.98 16.7

5.20 614. 31.50 6.30 27.15 53.9 4.77 57.1 8.03 18.1

5.30 633. 32.07 6.49 34.37 56.8 4.76 60.2 8.08 19.7

5.40 655. 32.78 6.72 43.85 60.9 4.76 64.3 8.14 21.8

5.50 684. 33.72 7.01 57.00 67.0 4.77 70.4 8.22 24.8

5.60 699. 34.14 7.16 63.46 68.8 4.74 72.3 8.26 26.3

5.70 707. 34.31 7.25 66.40 68.5 4.70 72.1 8.29 27.1

5.80 714. 34.43 7.32 68.57 67.9 4.65 71.5 8.30 27.7

DWL 5.90 720. 34.52 7.39 70.28 67.1 4.60 70.8 8.31 28.2

6.00 724. 34.52 7.42 70.67 65.6 4.54 69.4 8.32 28.4

6.10 728. 34.56 7.47 71.58 64.6 4.47 68.4 8.32 28.8

6.20 732. 34.58 7.51 72.31 63.5 4.41 67.4 8.32 29.2

6.30 736. 34.60 7.55 72.88 62.5 4.34 66.4 8.32 29.5