LAGERFLÅTE BETONG, Bondejorde The boat content all claim from IMO standards content. Stability is calculated for 28 m/s wind. Stability is OK. 2. ... WIND: IMO RES.A.749(18)

FLEXIBULK AS Project no.: 9194

6711 Bryggja Revision A Norway Date: 05.08.2010

Telephone ++47 57853400

Mobil ++47 90605166 Contact person:

Mail add. [email protected] Bjarne Hamre

______________________________________________________________________________________

STABILITY-REPORT

LAGERFLÅTE BETONG, Bondejorde

______________________________________________________________________________________

Employers. Villa Arctic AS

Jakobsnes 9900 Kirkenes

Norway Contact person: Dharmarajan Rajeswaran

Background: Special claim from IMO rule.

______________________________________________________________________________________

Standard reference no: IMO intact stability

And “Nordisk båtstandard” claim.

Model type: Monohull Number of personnel: 3

Lenght of hull LH (m): 36.000 Design Category intended: A

Maximum total load mMTL (kg): 169000

Moulded Breadth (m): 9.00

Lightcraft mLCC(tons): 502.50

Enclose:

Stability report:

Front page............................................................................. page 1 – 1

GA-plan................................................................................ page 2 – 2

Condition 1_ Light ship ........................................... ........... page 3 – 5

Condition 2 Loaded w/10% fuel & FW............................. page 6 – 9

Condition 3 Leak stability ................................................. page 10 - 13

Booklet stability................................................................... page 14 - 50

Inclining test ........................................................................ page 51 - 60

______________________________________________________________________________________

Conclusion: The boat content all claim from IMO standards content.

Stability is calculated for 28 m/s wind.

Stability is OK.

2

Betonglekter Eidsfjord (Fx_ 9194)Light Ship

Water sp.gravity (t/m3) Date: 5 AUG 2010

App1=1-2

Intact ship 1.0250

: 1Condition No:

Spg.TCode(t/m3) (t) (m4)(m) (m) (m)(m)(m3)

Vol.DWc VCGPos

TNo LCG TCG LengthDescription

Weight IT

1.0000 0.00 0.0 0.000 6.270 17.000 175.00MIS 175.00test 3 1.0000 1.00 0.0 0.337 3.454 17.816 -4.00 4.00++0-HEEL: DELETE WEIGHT++149 1.0000 1.00 0.0 -56.692 3.454 17.816 4.00 4.00++0-HEEL: ADD WEIGHT ++150

-1.304 6.270 17.000 175.00

0.454 2.473 18.100 502.50

Dead weight:

Light ship:

0.000 0.000 ITc= 677.50 17.816 3.454TOTAL for the condition:

Condition's VCG (M): 3.454 GMT (M): KMT (M): 4.361 0.907

3.32 9.98 470.89

WATERLINE(TM/CM)

0.150

2.156Wet SurfHEELING MCT1CMDA (M) DF (M) MEAN TPCTRIM

2.006 2.081 0.00

(M2)Draft at MARK:

2.156

(T/CM)(DA-DF) (°SB/PS)(DA+DF)/2

Draft above BASE:

2.006

3



App1=1-2

SS=1-13, Shell=0Intact ship 1.0250

: 1Condition No:

Lateral plane - view from SB

0

2

4

6

8

01

21

4- 0 4 8 21 61 02 42 82 23 63

DA= 2.156M

DF= 2.006M

DM= 2.081M

MD= 2.500M(IN.S)

TR= 0.150M

Freeboard= 0.419M

Margin draft= 0.419M [Moulded max. draft - Mean draft]

WINDAr: 247.9M2

LC: 16.424M

VC: 5.976M

Bel.WL: 73.6M2

LC: 17.760M

VC: 1.053M

VCabWL: 3.889M

V.Arm: 4.924M

X1= 0.80

Cb= 0.98

X2= 1.00

k = 0.70

T = 8.7

s = 0.088

View from above

6

4

2

0

2

4

6

4- 0 4 8 21 61 02 42 82 23 63 04

AP FP

R= Rest volume to fill for actual DW-code.

(0.0000T/M3) 0%= EMPTY The code is not defined MIS (1.0000T/M3) 175.00T MIS

4



App1=1-2

Intact ship 1.0250

: 1Condition No:

Y: GZ-values (m); X:Angle (°) Wind worst case: SB

5.1-

0.1-

5.0-

0.0

5.0

0.1

5.1

08- 07- 06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06 07 08

Real_GZ(21.1°, -228.1t*m) GZ-curve GMt

B

A

0.0°

GMt

Displ.=677.50T \LCG=17.816M \VCG=3.454M \TCG=0.000M GMt = 0.907M

WIND: IMO RES.A.749(18) P = 470N/M2 DK-Load Ar = 0M2 Ak:Bilg&Bar= 0M2 LCG( AP) = 0.000M Flood Angle= 50.0° VCG(BASE) = 0.000M

Angles(-PS°) GZ(M) Angles(+SB°) GZ(M) ________________________________________

0.0 Equilibrium 0.0 Equilibrium -10.0 -0.283 10.0 0.152 -20.0 -0.724 20.0 0.286 -25.2 -0.789*Max* 30.0 0.529 -30.0 -0.759 40.0 0.620 -40.0 -0.616 50.0 0.649 -50.0 -0.423 60.0 0.721 -60.0 -0.251 70.0 1.000 -70.0 -0.208 80.0 1.438 -80.0 -0.527 80.0 1.438*Max* -4.0 -0.086*lw1 5.1 0.086*lw1 -5.6 -0.129*lw2 8.2 0.129*lw2

Angles(-PS°) Area(MR) ________________________________________

0.0 >-12.5 0.036 0.0 > -20 0.111 0.0 > -30 0.246 0.0 > -40 0.367 -30.0 >-40.0 0.121 0.0 >-25.2 0.182 15.2 > -5.6 0.072*A -5.6 >-50.0 0.352*B Wind OK. B >= A

Angles(+SB°) Area(MR) ________________________________________

0.0 > 12.5 0.022 0.0 > 20 0.051 0.0 > 30 0.123 0.0 > 40 0.225 30.0 > 40.0 0.103 0.0 > 80.0 0.812 -14.1 > 8.2 0.089*A 8.2 > 50.0 0.232*B Wind OK. B >= A

GZ curve

STABILITY CRITERIA: (Column WC="Worst Case" use: SB=SB, PS=PS or SP=SB&PS)

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

Comment | Left/Expression | Value | R | Right/Req.|WC| OK/Not

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

Area (0 to GZMaxAngle) >=|GetGZArea(0,MIN(GZMaxAngle,FloodAngle3)) 0.1816 >= 0.0800 PS OK

5

Betonglekter Eidsfjord (Fx_ 9194)10% fueloil and maks lastet. 28m/s wind


App1=1-2

Intact ship 1.0250

: 3Condition No:


Vol.DWc VCGPos


Weight IT

0.6200 1.18T 0.0 -3.000 5.135 10.806 2.25PEL 3.64100% 1Big Bag 9 1 0.6200 1.18T 0.0 -3.000 5.670 12.088 3.01PEL 4.85100% 2Big Bag 10 2 0.6200 1.18T 0.0 -3.000 5.670 13.369 3.01PEL 4.85100% 3Big Bag 11 3 0.6200 1.18T 0.0 -3.000 5.670 14.650 3.01PEL 4.85100% 4Big Bag 12 4 0.6200 1.18T 0.0 -3.000 5.135 16.000 2.25PEL 3.64100% 5Big Bag 13 5 0.6200 1.18T 0.0 -3.000 5.135 17.218 2.25PEL 3.64100% 6Big Bag 14 6 0.6200 1.18T 0.0 -3.000 5.135 18.500 2.25PEL 3.64100% 7Big Bag 15 7 0.6200 1.18T 0.0 -3.000 5.135 19.778 2.25PEL 3.64100% 8Big Bag 17 8 0.6200 1.18T 0.0 -3.000 5.135 21.000 2.25PEL 3.64100% 9Big Bag 16 9 0.6200 1.18T 0.0 -3.000 5.135 22.340 2.25PEL 3.64100% 10Big Bag 7 10 0.6200 1.18T 0.0 -3.000 5.135 23.624 2.25PEL 3.64100% 11Big Bag 8 11 0.6200 1.18T 0.0 -1.611 5.135 10.806 2.25PEL 3.64100% 12Big Bag 24 12 0.6200 1.18T 0.0 -1.610 5.135 12.000 2.25PEL 3.64100% 13Big Bag 25 13 0.6200 1.18T 0.0 -1.611 5.135 13.396 2.25PEL 3.64100% 14Big Bag 26 14 0.6200 1.18T 0.0 -1.611 5.670 14.650 3.01PEL 4.85100% 15Big Bag 27 15 0.6200 1.18T 0.0 -1.611 5.670 15.933 3.01PEL 4.85100% 16Big Bag 28 16 0.6200 1.18T 0.0 -1.611 5.670 17.215 3.01PEL 4.85100% 17Big Bag 29 17 0.6200 1.18T 0.0 -1.611 5.135 18.497 2.25PEL 3.64100% 18Big Bag 30 18 0.6200 1.18T 0.0 -1.611 5.135 19.778 2.25PEL 3.64100% 19Big Bag 31 19 0.6200 1.18T 0.0 -1.611 5.135 15.933 2.25PEL 3.64100% 20Big Bag 32 20 0.6200 1.18T 0.0 -1.611 5.135 22.340 2.25PEL 3.64100% 21Big Bag 33 21 0.6200 1.18T 0.0 -1.611 5.135 23.624 2.25PEL 3.64100% 22Big Bag 34 22 0.6200 1.18T 0.0 -0.173 5.135 10.806 2.25PEL 3.64100% 23Big Bag 41 23 0.6200 1.18T 0.0 -0.173 5.135 12.088 2.25PEL 3.64100% 24Big Bag 42 24 0.6200 1.18T 0.0 -0.173 5.135 13.369 2.25PEL 3.64100% 25Big Bag 43 25 0.6200 1.18T 0.0 -0.173 5.670 14.650 3.01PEL 4.85100% 26Big Bag 44 26 0.6200 1.18T 0.0 -0.173 5.670 15.933 3.01PEL 4.85100% 27Big Bag 45 27 0.6200 1.18T 0.0 -0.173 5.670 17.215 3.01PEL 4.85100% 28Big Bag 46 28 0.6200 1.18T 0.0 -0.173 5.135 18.497 2.25PEL 3.64100% 29Big Bag 47 29 0.6200 1.18T 0.0 -0.173 5.670 19.778 3.01PEL 4.85100% 30Big Bag 48 30 0.6200 1.18T 0.0 -0.173 5.670 15.933 3.01PEL 4.85100% 31Big Bag 49 31 0.6200 1.18T 0.0 -0.173 5.135 22.340 2.25PEL 3.64100% 32Big Bag 50 32 0.6200 1.18T 0.0 -0.173 5.135 23.624 2.25PEL 3.64100% 33Big Bag 51 33 0.6200 1.18T 0.0 1.263 5.135 10.806 2.25PEL 3.64100% 34Big Bag 58 34 0.6200 1.18T 0.0 1.263 5.235 12.088 2.40PEL 3.86100% 35Big Bag 59 35 0.6200 1.18T 0.0 1.263 5.135 13.369 2.25PEL 3.64100% 36Big Bag 60 36 0.6200 1.18T 0.0 1.263 5.670 14.650 3.01PEL 4.85100% 37Big Bag 61 37 0.6200 1.18T 0.0 1.263 5.670 15.933 3.01PEL 4.85100% 38Big Bag 62 38 0.6200 1.18T 0.0 1.263 5.670 17.210 3.01PEL 4.85100% 39Big Bag 63 39 0.6200 1.18T 0.0 1.263 5.135 18.497 2.25PEL 3.64100% 40Big Bag 64 40 0.6200 1.18T 0.0 1.263 5.135 19.778 2.25PEL 3.64100% 41Big Bag 65 41 0.6200 1.18T 0.0 1.263 5.135 21.060 2.25PEL 3.64100% 42Big Bag 66 42 0.6200 1.18T 0.0 1.263 5.135 22.340 2.25PEL 3.64100% 43Big Bag 67 43 0.6200 1.18T 0.0 1.263 5.135 23.620 2.25PEL 3.64100% 44Big Bag 68 44 0.6200 1.18T 0.0 2.720 5.135 10.806 2.25PEL 3.64100% 45Big Bag 75 45 0.6200 1.18T 0.0 2.720 5.135 12.088 2.25PEL 3.64100% 46Big Bag 76 46 0.6200 1.18T 0.0 2.720 5.135 13.369 2.25PEL 3.64100% 47Big Bag 77 47 0.6200 1.18T 0.0 2.720 5.670 14.650 3.01PEL 4.85100% 48Big Bag 78 48 0.6200 1.18T 0.0 2.720 5.670 15.933 3.01PEL 4.85100% 49Big Bag 79 49 0.6200 1.18T 0.0 2.720 5.670 17.215 3.01PEL 4.85100% 50Big Bag 80 50 0.6200 1.18T 0.0 2.720 5.135 18.497 2.25PEL 3.64100% 51Big Bag 81 51 0.6200 1.18T 0.0 2.720 5.135 19.778 2.25PEL 3.64100% 52Big Bag 82 52 0.6200 1.18T 0.0 2.720 5.135 21.060 2.25PEL 3.64100% 53Big Bag 83 53 0.6200 1.18T 0.0 2.720 5.135 22.340 2.25PEL 3.64100% 54Big Bag 84 54 0.6200 1.18T 0.0 2.720 5.135 23.620 2.25PEL 3.64100% 55Big Bag 85 55 0.6200 1.18T 0.0 -1.145 5.135 24.900 2.25PEL 3.64100% 56Big Bag 86 56 0.6200 1.18T 0.0 -1.145 5.135 26.173 2.25PEL 3.64100% 57Big Bag 87 57 0.6200 1.18T 0.0 -1.145 5.135 27.440 2.25PEL 3.64100% 58Big Bag 88 58 0.6200 1.18T 0.0 0.292 5.135 24.900 2.25PEL 3.64100% 59Big Bag 89 59 0.6200 1.18T 0.0 0.292 5.135 26.170 2.25PEL 3.64100% 60Big Bag 90 60 0.6200 1.18T 0.0 0.292 5.135 27.440 2.25PEL 3.64100% 61Big Bag 91 61 0.6200 1.18T 0.0 1.729 5.135 24.900 2.25PEL 3.64100% 62Big Bag 92 62 0.6200 1.18T 0.0 1.729 5.135 26.170 2.25PEL 3.64100% 63Big Bag 93 63 0.6200 1.18T 0.0 1.729 5.135 27.440 2.25PEL 3.64100% 64Big Bag 94 64 0.6200 1.18T 0.0 1.263 8.105 28.726 2.25PEL 3.64100% 65Big Bag 95 65 0.6200 1.18T 0.0 2.720 5.135 24.900 2.25PEL 3.64100% 66Big Bag 96 66 0.6200 1.18T 0.0 2.720 5.135 26.170 2.25PEL 3.64100% 67Big Bag 97 67 0.6200 1.18T 0.0 2.720 5.135 27.440 2.25PEL 3.64100% 68Big Bag 98 68 0.6200 1.18T 0.0 2.500 4.600 27.440 1.50PEL 2.42100% 69Big Bag 97 69 1.0000 0.00 0.0 0.000 7.200 1.500 0.15MIS 0.152 mann i innredning101 0.8600 1.09T 2.6 2.302 0.420 31.236 0.60FO 0.7010% 99Tank no 1.103 0.8600 1.09T 2.6 2.302 0.420 29.360 0.60FO 0.7010%100Tank no 2.104 1.0000 1.00 0.0 0.358 3.192 18.255 -4.00 4.00++0-HEEL: DELETE WEIGHT++149

6



App1=1-2

Intact ship 1.0250

: 3Condition No:

-1.350 5.301 18.715 169.06

0.454 2.473 18.100 502.50

Dead weight:

Light ship:

0.007* -0.000 ITc= 671.56 18.255 3.192TOTAL for the condition:

Condition's VCG (M): 3.192 (3.185 + 0.007 ) GMT (M): KMT (M): 4.381 1.190*

3.32 9.98 469.60

WATERLINE(TM/CM)

-0.159


2.142 2.063 0.00

(M2)Draft at MARK:

1.983


Draft above BASE:

2.142

7



App1=1-2


: 3Condition No:


2-

0

2

4

6

8

01

21

0 4 8 21 61 02 42 82 23 63

DA= 1.983M

DF= 2.142M

DM= 2.063M

MD= 2.500M(IN.S)

TR= -0.159M

Freeboard= 0.437M


WINDAr: 248.6M2

LC: 16.294M

VC: 5.966M

Bel.WL: 72.9M2

LC: 18.215M

VC: 1.044M

VCabWL: 3.911M

V.Arm: 4.922M

X1= 0.80

Cb= 0.98

X2= 1.00

k = 0.70

T = 7.6

s = 0.095

View from above

6

4

2

0

2

4

6

8

0 4 8 21 61 02 42 82 23 63

AP FP

9910069

64

66 67 6855

56 57 58

59 60 61

62 63

40 41 42 43 44

45 46 47 51 52 53 54

1 5 6 7 8 9 10 11

12 13 14 18 1920 21 22

23 24 25 29 32 33

34 3635

28 303126 27

15 16 17

2 3 4

48 49 50

37 38 39 65


FO (0.8600T/M3) 1.39M3 Fuel Oil MIS (1.0000T/M3) 0.15T MIS

PEL (0.6200T/M3) 270.50M3 Pellets

8



App1=1-2

Intact ship 1.0250

: 3Condition No:


8.1-

2.1-

6.0-

0.0

6.0

2.1

8.1

08- 07- 06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06 07 08


B

A

0.0°

GMt




0.0 Equilibrium 0.0 Equilibrium -10.0 -0.326 10.0 0.202 -20.0 -0.826 20.0 0.380 -26.3 -0.917*Max* 30.0 0.658 -30.0 -0.900 40.0 0.779 -40.0 -0.786 50.0 0.836 -50.0 -0.617 60.0 0.930 -60.0 -0.465 70.0 1.222 -70.0 -0.436 80.0 1.667 -80.0 -0.753 80.0 1.667*Max* -3.5 -0.087*lw1 3.9 0.087*lw1 -4.9 -0.131*lw2 6.1 0.131*lw2

Angles(-PS°) Area(MR) ________________________________________

0.0 >-12.5 0.042 0.0 > -20 0.128 0.0 > -30 0.284 0.0 > -40 0.432 -30.0 >-40.0 0.148 0.0 >-26.3 0.226 15.8 > -4.9 0.086*A -4.9 >-50.0 0.447*B Wind OK. B >= A

Angles(+SB°) Area(MR) ________________________________________

0.0 > 12.5 0.028 0.0 > 20 0.068 0.0 > 30 0.159 0.0 > 40 0.287 30.0 > 40.0 0.128 0.0 > 80.0 1.016 -15.4 > 6.1 0.111*A 6.1 > 50.0 0.320*B Wind OK. B >= A

GZ curve


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


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


9

Betonglekter Eidsfjord (Fx_ 9194)LEAK 100% fueloil and maks lastet.


App1=1-2, App2=3

Intact ship 1.0250

: 3Condition No:


Vol.DWc VCGPos


Weight IT

0.6200 1.18T 0.0 -3.000 5.135 10.806 2.25PEL 3.64100% 1Big Bag 9 1 0.6200 1.18T 0.0 -3.000 5.670 12.088 3.01PEL 4.85100% 2Big Bag 10 2 0.6200 1.18T 0.0 -3.000 5.670 13.369 3.01PEL 4.85100% 3Big Bag 11 3 0.6200 1.18T 0.0 -3.000 5.670 14.650 3.01PEL 4.85100% 4Big Bag 12 4 0.6200 1.18T 0.0 -3.000 5.135 16.000 2.25PEL 3.64100% 5Big Bag 13 5 0.6200 1.18T 0.0 -3.000 5.135 17.218 2.25PEL 3.64100% 6Big Bag 14 6 0.6200 1.18T 0.0 -3.000 5.135 18.500 2.25PEL 3.64100% 7Big Bag 15 7 0.6200 1.18T 0.0 -3.000 5.135 19.778 2.25PEL 3.64100% 8Big Bag 17 8 0.6200 1.18T 0.0 -3.000 5.135 21.000 2.25PEL 3.64100% 9Big Bag 16 9 0.6200 1.18T 0.0 -3.000 5.135 22.340 2.25PEL 3.64100% 10Big Bag 7 10 0.6200 1.18T 0.0 -3.000 5.135 23.624 2.25PEL 3.64100% 11Big Bag 8 11 0.6200 1.18T 0.0 -1.611 5.135 10.806 2.25PEL 3.64100% 12Big Bag 24 12 0.6200 1.18T 0.0 -1.610 5.135 12.000 2.25PEL 3.64100% 13Big Bag 25 13 0.6200 1.18T 0.0 -1.611 5.135 13.396 2.25PEL 3.64100% 14Big Bag 26 14 0.6200 1.18T 0.0 -1.611 5.670 14.650 3.01PEL 4.85100% 15Big Bag 27 15 0.6200 1.18T 0.0 -1.611 5.670 15.933 3.01PEL 4.85100% 16Big Bag 28 16 0.6200 1.18T 0.0 -1.611 5.670 17.215 3.01PEL 4.85100% 17Big Bag 29 17 0.6200 1.18T 0.0 -1.611 5.135 18.497 2.25PEL 3.64100% 18Big Bag 30 18 0.6200 1.18T 0.0 -1.611 5.135 19.778 2.25PEL 3.64100% 19Big Bag 31 19 0.6200 1.18T 0.0 -1.611 5.135 15.933 2.25PEL 3.64100% 20Big Bag 32 20 0.6200 1.18T 0.0 -1.611 5.135 22.340 2.25PEL 3.64100% 21Big Bag 33 21 0.6200 1.18T 0.0 -1.611 5.135 23.624 2.25PEL 3.64100% 22Big Bag 34 22 0.6200 1.18T 0.0 -0.173 5.135 10.806 2.25PEL 3.64100% 23Big Bag 41 23 0.6200 1.18T 0.0 -0.173 5.135 12.088 2.25PEL 3.64100% 24Big Bag 42 24 0.6200 1.18T 0.0 -0.173 5.135 13.369 2.25PEL 3.64100% 25Big Bag 43 25 0.6200 1.18T 0.0 -0.173 5.670 14.650 3.01PEL 4.85100% 26Big Bag 44 26 0.6200 1.18T 0.0 -0.173 5.670 15.933 3.01PEL 4.85100% 27Big Bag 45 27 0.6200 1.18T 0.0 -0.173 5.670 17.215 3.01PEL 4.85100% 28Big Bag 46 28 0.6200 1.18T 0.0 -0.173 5.135 18.497 2.25PEL 3.64100% 29Big Bag 47 29 0.6200 1.18T 0.0 -0.173 5.670 19.778 3.01PEL 4.85100% 30Big Bag 48 30 0.6200 1.18T 0.0 -0.173 5.670 15.933 3.01PEL 4.85100% 31Big Bag 49 31 0.6200 1.18T 0.0 -0.173 5.135 22.340 2.25PEL 3.64100% 32Big Bag 50 32 0.6200 1.18T 0.0 -0.173 5.135 23.624 2.25PEL 3.64100% 33Big Bag 51 33 0.6200 1.18T 0.0 1.263 5.135 10.806 2.25PEL 3.64100% 34Big Bag 58 34 0.6200 1.18T 0.0 1.263 5.235 12.088 2.40PEL 3.86100% 35Big Bag 59 35 0.6200 1.18T 0.0 1.263 5.135 13.369 2.25PEL 3.64100% 36Big Bag 60 36 0.6200 1.18T 0.0 1.263 5.670 14.650 3.01PEL 4.85100% 37Big Bag 61 37 0.6200 1.18T 0.0 1.263 5.670 15.933 3.01PEL 4.85100% 38Big Bag 62 38 0.6200 1.18T 0.0 1.263 5.670 17.210 3.01PEL 4.85100% 39Big Bag 63 39 0.6200 1.18T 0.0 1.263 5.135 18.497 2.25PEL 3.64100% 40Big Bag 64 40 0.6200 1.18T 0.0 1.263 5.135 19.778 2.25PEL 3.64100% 41Big Bag 65 41 0.6200 1.18T 0.0 1.263 5.135 21.060 2.25PEL 3.64100% 42Big Bag 66 42 0.6200 1.18T 0.0 1.263 5.135 22.340 2.25PEL 3.64100% 43Big Bag 67 43 0.6200 1.18T 0.0 1.263 5.135 23.620 2.25PEL 3.64100% 44Big Bag 68 44 0.6200 1.18T 0.0 2.720 5.135 10.806 2.25PEL 3.64100% 45Big Bag 75 45 0.6200 1.18T 0.0 2.720 5.135 12.088 2.25PEL 3.64100% 46Big Bag 76 46 0.6200 1.18T 0.0 2.720 5.135 13.369 2.25PEL 3.64100% 47Big Bag 77 47 0.6200 1.18T 0.0 2.720 5.670 14.650 3.01PEL 4.85100% 48Big Bag 78 48 0.6200 1.18T 0.0 2.720 5.670 15.933 3.01PEL 4.85100% 49Big Bag 79 49 0.6200 1.18T 0.0 2.720 5.670 17.215 3.01PEL 4.85100% 50Big Bag 80 50 0.6200 1.18T 0.0 2.720 5.135 18.497 2.25PEL 3.64100% 51Big Bag 81 51 0.6200 1.18T 0.0 2.720 5.135 19.778 2.25PEL 3.64100% 52Big Bag 82 52 0.6200 1.18T 0.0 2.720 5.135 21.060 2.25PEL 3.64100% 53Big Bag 83 53 0.6200 1.18T 0.0 2.720 5.135 22.340 2.25PEL 3.64100% 54Big Bag 84 54 0.6200 1.18T 0.0 2.720 5.135 23.620 2.25PEL 3.64100% 55Big Bag 85 55 0.6200 1.18T 0.0 -1.145 5.135 24.900 2.25PEL 3.64100% 56Big Bag 86 56 0.6200 1.18T 0.0 -1.145 5.135 26.173 2.25PEL 3.64100% 57Big Bag 87 57 0.6200 1.18T 0.0 -1.145 5.135 27.440 2.25PEL 3.64100% 58Big Bag 88 58 0.6200 1.18T 0.0 0.292 5.135 24.900 2.25PEL 3.64100% 59Big Bag 89 59 0.6200 1.18T 0.0 0.292 5.135 26.170 2.25PEL 3.64100% 60Big Bag 90 60 0.6200 1.18T 0.0 0.292 5.135 27.440 2.25PEL 3.64100% 61Big Bag 91 61 0.6200 1.18T 0.0 1.729 5.135 24.900 2.25PEL 3.64100% 62Big Bag 92 62 0.6200 1.18T 0.0 1.729 5.135 26.170 2.25PEL 3.64100% 63Big Bag 93 63 0.6200 1.18T 0.0 1.729 5.135 27.440 2.25PEL 3.64100% 64Big Bag 94 64 0.6200 1.18T 0.0 1.263 8.105 28.726 2.25PEL 3.64100% 65Big Bag 95 65 0.6200 1.18T 0.0 2.720 5.135 24.900 2.25PEL 3.64100% 66Big Bag 96 66 0.6200 1.18T 0.0 2.720 5.135 26.170 2.25PEL 3.64100% 67Big Bag 97 67 0.6200 1.18T 0.0 2.720 5.135 27.440 2.25PEL 3.64100% 68Big Bag 98 68 0.6200 1.18T 0.0 2.500 4.600 27.440 1.50PEL 2.42100% 69Big Bag 97 69 1.0000 0.00 0.0 0.000 7.200 1.500 0.15MIS 0.152 mann i innredning101 0.8600 1.09T 0.0 2.302 1.365 31.236 5.98FO 6.96100% 99Tank no 1.103 0.8600 1.09T 0.0 2.302 1.365 29.360 5.98FO 6.96100%100Tank no 2.104 1.0000 1.00 0.0 0.388 3.158 18.445 -4.00 4.00++0-HEEL: DELETE WEIGHT++149

10



App1=1-2, App2=3

Intact ship 1.0250

: 3Condition No:

-1.388 5.072 19.409 179.83

0.454 2.473 18.100 502.50

Dead weight:

Light ship:

0.000 -0.031 ITc= 682.33 18.445 3.158TOTAL for the condition:

Condition's VCG (M): 3.158 GMT (M): KMT (M): 4.642 1.484

3.19 9.14 499.72

WATERLINE(TM/CM)

1.027


1.951 2.464 0.00

(M2)Draft at MARK:

2.977


Draft above BASE:

1.951

11



App1=1-2, App2=3


: 3Condition No:


0

2

4

6

8

01

21

4- 0 4 8 21 61 02 42 82 23 63

DA= 2.977M

DF= 1.951M

DM= 2.464M

MD= 2.500M(IN.S)

TR= 1.027M

Freeboard= 0.036M


WINDAr: 234.1M2

LC: 16.736M

VC: 6.187M

Bel.WL: 87.3M2

LC: 16.712M

VC: 1.263M

VCabWL: 3.688M

V.Arm: 4.925M

X1= 0.80

Cb= 0.83

X2= 1.00

k = 0.70

T = 6.6

s = 0.099

View from above

6

4

2

0

2

4

6

4- 0 4 8 21 61 02 42 82 23 63 04

AP FP

9910069

64

66 67 6855

56 57 58

59 60 61

62 6340 41 42 43 44

45 46 47 51 52 53 54

1 5 6 7 8 9 10 11

12 13 14 18 1920 21 22

23 24 25 29 32 33

34 3635

28 303126 27

15 16 17

2 3 4

48 49 50

37 38 39 65


FO (0.8600T/M3) 13.92M3 Fuel Oil MIS (1.0000T/M3) 0.15T MIS

PEL (0.6200T/M3) 270.50M3 Pellets

12



App1=1-2, App2=3

Intact ship 1.0250

: 3Condition No:


2.1-

6.0-

0.0

6.0

2.1

8.1

4.2

08- 07- 06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06 07 08


B

A

0.0°

GMt

Displ.=682.33T \LCG=18.445M \VCG=3.158M \TCG=-0.031M GMt = 1.484M



0.0 Equilibrium 0.0 Equilibrium -10.0 -0.436 10.0 0.214 -20.0 -0.701 20.0 0.418 -30.0 -0.788 30.0 0.704 -40.0 -0.789 40.0 0.923 -50.0 -0.719 50.0 1.055 -60.0 -0.659 60.0 1.211 -70.0 -0.719 70.0 1.549 -80.0 -1.068 80.0 1.924 -80.0 -1.068*Max* 80.0 1.924*Max* -2.1 -0.081*lw1 2.8 0.081*lw1 -3.1 -0.121*lw2 4.6 0.121*lw2

Angles(-PS°) Area(MR) ________________________________________

0.0 >-12.5 0.058 0.0 > -20 0.140 0.0 > -30 0.272 0.0 > -40 0.410 -30.0 >-40.0 0.139 0.0 >-80.0 0.932 16.1 > -3.1 0.087*A -3.1 >-50.0 0.440*B Wind OK. B >= A

Angles(+SB°) Area(MR) ________________________________________

0.0 > 12.5 0.032 0.0 > 20 0.075 0.0 > 30 0.173 0.0 > 40 0.316 30.0 > 40.0 0.144 0.0 > 80.0 1.228 -15.4 > 4.6 0.125*A 4.6 > 50.0 0.388*B Wind OK. B >= A

GZ curve


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


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


13

Betonglekter Eidsfjord (Fx_ 9194)

The HYPET definitions. Date: 5 AUG 2010

ShortCut Unit Description-------------------------------------------------------------------------------------------------------------BASE (BL) BASE Line. Horizontal line, vertical placed above Keel at LPP/2CL The Ships Centre LineAP Aft Perpendicular. Defined as a vertical line through the Rudder axisFP Fore Perpendicular. The construction waterline cuts the bow at FP Also defined as LPP metres in front of AP

LPP m Length between Perpendiculares. (From AP to FP)LOA m Total SHIP Length. The largest length for the Ship.DA m Draught at AP. Measured above BASEDF m Draught at FP. Measured above BASE

LCG m Longitudinal Centre of Gravity measured from APVCG (KG) m Uncorrected Vertical Centre of Gravity, measured above BASE.VCG_Cor. m VCG + Cor.for It [Sum:(Sp.gr.*It)] / [Sum:(Sp.Gr.*VolumeDispl)]VCG_Max m Maximum allowed VCG. Taken from the VCG limit curvesTCG m Transverse Centre of Gravity from CLLCB/ VCB/ TCB m Longitudinal/ Vertical/ Transverse Centre of Buoyancy from AP/ BASE/ CLVL_Area m2 The Waterline areaLCF/ TCF m Longitudinal/ Transverse Centre of Flotation from AP/ CL. (CoG for VL_Area)IT/ IL m4 Transverse/ Longitudinal moment of inertia for Waterline.IP m3 Polar moment of inertia for Waterline.BMT/ BML m Transverse/ Longitudinal Metacentre radius: (IT/Displ) / (IL/Displ)KMT/ KML m Transverse/ Longitudinal Metacentre height: (BMT+VCB) / (BML+VCB)GMT/ GML m GMT=(KMT-VCG)/ GML=(KML-VCG)GZ m Righting arm. Transverse distance between BUOYANCY and WEIGHT load line.MR MetresRadians. To measure the area under the GZ curveTPC T/cm Ton Per Cm immersionMCT1CM T Necessary moment to TRIM the ship 1 Cm [m4*T/m3/m] = [T]Heeling (V) ° Heelage in Degrees against SB(+) and PS(-)Turning When heeling, the waterline will not be symmetrical. Waterline Trim/ Turn at LCF/ TCFDisplacement T or m3 Weight-Displacement in Tonnes or Volume-Displacement in m3FSM T*m Free surface moment

Trim = (DA-DF) | Units | AxisTrim Aft(positive) | Length: Metres (m) | AP Longitudinal referance -Aft +ForeTrim Fore(negative) | Weight: Tonnes (T) | BASE Vertical referance -Under +Above | | CL Transverse referance -PS(Port Side) +SB(Starboard)

AbbreviationsCoG Centre of Gravity in metres from AP, BASE and CLCoB Centre of Buoyancy in metres from AP, BASE and CLSp.gr. Specific gravity in T/m3

GZ = GM * SIN(V) + MSGZ = PN - PG * SIN(V)PN = KY when KP = 0


Maindata

Date: 5 AUG 2010

D:\900\9194\Skrog\Path to ship:

Prefix: 1

1

2

Y

Z

AP

FP ->X

\10

\20

\30

3

Buildfirm:

Project:

Signature:

Date:

Lpp (m):

Loa (m):

Moulded Breadth(m):

Moulded Depth(m):

Sections:

Boxes:

Volume sections:

Spec.gravity (t/m3):

35.950

Russisk

ShellAddition(x/1000):

35.950

Appendages:

9194

Constr.Trim (m):

9.050

1.0250

BH

Keelpl. at AP (m):

2.700

2.500Moulded max.Draft(m):

Min. Slamming (m): 0.000

0

22.07.2010

Keelpl. at FP (m):

0.000

0.000

0.000

SectionSpacing: 1

GZ angles (deg): 10,20,30,40,50,60,70,80

1-13

1-2

3


Maindata

Date: 5 AUG 2010

D:\900\9194\Skrog\Path to ship:

Prefix: 1

1

2

Y

Z

3

1

2

Y

Z

AP FP ->X \10 \20 \30 3

1

2

Y

Z AP FP ->X \10 \20 \30

3


The list of Ship's hull sections Date: 5 AUG 2010

Sections:

0.0

6.0

2.1

8.1

4.2

0.3

5.4- 6.3- 7.2- 8.1- 9.0- 0.0 9.0 8.1 7.2 6.3 5.4

No From AP (input) From AP (m) Points (input) Points No From AP (input) From AP (m) Points (input) Points

1 0 0.000 4 4 8 23.535 23.535 4 4

2 0.4 0.400 4 4 9 29.035 29.035 4 4

3 0.8 0.800 4 4 10 34.80 34.800 3.11 5

4 1.2 1.200 3.11 5 11 35.20 35.200 4 4

5 7.035 7.035 4 4 12 35.60 35.600 4 4

6 12.535 12.535 4 4 13 36.000 36.000 4 4

7 18.035 18.035 4 4


The list of tanks. Date: 5 AUG 2010

No Description Volume DWc Sp.Gr. Weight LCG VCG TCG Max.IT Corr. Flood points Used Volume sections

(m3) DWc (t/m3) (t) (m) (m) (m) (m4) factor

99 Tank no 1. 6.96 FO 0.8600 5.98 31.236 1.365 2.302 2.6 1.00000 1

100 Tank no 2. 6.96 FO 0.8600 5.98 29.360 1.365 2.302 2.6 1.00000 2

HYPET-H100w, Ship Designer. V.2.50, HYPET Data AS, www.hypet.com, [email protected]

Betonglekter Eidsfjord (Fx_ 9194)The drawings of tanks

Date: 5 AUG 2010

Y Z AP

FP ->X

\10

\20

\30 PL

Y Z AP FP ->X \10 \20 \30

PL

Y Z AP FP ->X \10 \20 \30 PL

PL

PL

PL

Tank No: 99

Used VolSections: 1 Flood points:

Description: Tank no 1.

Total uncorr. volume (m3): 6.96

Total corr. volume (m3): 6.96x 1.00000 6.96

Y Z AP

FP ->X

\10

\20

\30 PL

Y Z AP FP ->X \10 \20 \30

PL

Y Z AP FP ->X \10 \20 \30 PL

PL

PL

Tank No: 100

Used VolSections: 2 Flood points:

Description: Tank no 2.

Total uncorr. volume (m3): 6.96

Total corr. volume (m3): 6.96x 1.00000 6.96


Tank table. Heeling angle = 0.0(°) Date: 5 AUG 2010

Tank No: 99 Tank no 1.

0.01Waterline-space (m):

1.00000Correction factor:

0

Vol. sections: 1

Trims: NOSet IT/IP/IL to 0:

Pipe data:

No From AP (m) Above BL (m)From CL (m)

1 30.791 0.315 0.882

2 30.791 2.415 0.882

Height Corrected VOLUMES (M3) LCG VCG TCG IT

Sound. TRIMMED Waterline (DA-DF) in M From AP Ab.BASE From CL Transv.

0=0.315 0.000 (m) (m) (m) (m4)

0.000 0.00 31.236 0.315 2.302 2.55

0.010 0.03 31.236 0.320 2.302 2.55

0.020 0.07 31.236 0.325 2.302 2.55

0.030 0.10 31.236 0.330 2.302 2.55

0.040 0.13 31.236 0.335 2.302 2.55

0.050 0.17 31.236 0.340 2.302 2.55

0.060 0.20 31.236 0.345 2.302 2.55

0.070 0.23 31.236 0.350 2.302 2.55

0.080 0.27 31.236 0.355 2.302 2.55

0.090 0.30 31.236 0.360 2.302 2.55

0.100 0.33 31.236 0.365 2.302 2.55

0.110 0.37 31.236 0.370 2.302 2.55

0.120 0.40 31.236 0.375 2.302 2.55

0.130 0.43 31.236 0.380 2.302 2.55

0.140 0.47 31.236 0.385 2.302 2.55

0.150 0.50 31.236 0.390 2.302 2.55

0.160 0.53 31.236 0.395 2.302 2.55

0.170 0.56 31.236 0.400 2.302 2.55

0.180 0.60 31.236 0.405 2.302 2.55

0.190 0.63 31.236 0.410 2.302 2.55

0.200 0.66 31.236 0.415 2.302 2.55

0.210 0.70 31.236 0.420 2.302 2.55

0.220 0.73 31.236 0.425 2.302 2.55

0.230 0.76 31.236 0.430 2.302 2.55

0.240 0.80 31.236 0.435 2.302 2.55

0.250 0.83 31.236 0.440 2.302 2.55

0.260 0.86 31.236 0.445 2.302 2.55

0.270 0.90 31.236 0.450 2.302 2.55

0.280 0.93 31.236 0.455 2.302 2.55

0.290 0.96 31.236 0.460 2.302 2.55

0.300 1.00 31.236 0.465 2.302 2.55

0.310 1.03 31.236 0.470 2.302 2.55

0.320 1.06 31.236 0.475 2.302 2.55

0.330 1.09 31.236 0.480 2.302 2.55

0.340 1.13 31.236 0.485 2.302 2.55

0.350 1.16 31.236 0.490 2.302 2.55

0.360 1.19 31.236 0.495 2.302 2.55

0.370 1.23 31.236 0.500 2.302 2.55

0.380 1.26 31.236 0.505 2.302 2.55

0.390 1.29 31.236 0.510 2.302 2.55

0.400 1.33 31.236 0.515 2.302 2.55

0.410 1.36 31.236 0.520 2.302 2.55

0.420 1.39 31.236 0.525 2.302 2.55

0.430 1.43 31.236 0.530 2.302 2.55

0.440 1.46 31.236 0.535 2.302 2.55

0.450 1.49 31.236 0.540 2.302 2.55

0.460 1.53 31.236 0.545 2.302 2.55

0.470 1.56 31.236 0.550 2.302 2.55

0.480 1.59 31.236 0.555 2.302 2.55

0.490 1.62 31.236 0.560 2.302 2.55

0.500 1.66 31.236 0.565 2.302 2.55

0.510 1.69 31.236 0.570 2.302 2.55

0.520 1.72 31.236 0.575 2.302 2.55

0.530 1.76 31.236 0.580 2.302 2.55

0.540 1.79 31.236 0.585 2.302 2.55

0.550 1.82 31.236 0.590 2.302 2.55

0.560 1.86 31.236 0.595 2.302 2.55

0.570 1.89 31.236 0.600 2.302 2.55

0.580 1.92 31.236 0.605 2.302 2.55

0.590 1.96 31.236 0.610 2.302 2.55

0.600 1.99 31.236 0.615 2.302 2.55

0.610 2.02 31.236 0.620 2.302 2.55

0.620 2.06 31.236 0.625 2.302 2.55

0.630 2.09 31.236 0.630 2.302 2.55

0.640 2.12 31.236 0.635 2.302 2.55

0.650 2.16 31.236 0.640 2.302 2.55

0.660 2.19 31.236 0.645 2.302 2.55





0=0.315 0.000 (m) (m) (m) (m4)

0.670 2.22 31.236 0.650 2.302 2.55

0.680 2.25 31.236 0.655 2.302 2.55

0.690 2.29 31.236 0.660 2.302 2.55

0.700 2.32 31.236 0.665 2.302 2.55

0.710 2.35 31.236 0.670 2.302 2.55

0.720 2.39 31.236 0.675 2.302 2.55

0.730 2.42 31.236 0.680 2.302 2.55

0.740 2.45 31.236 0.685 2.302 2.55

0.750 2.49 31.236 0.690 2.302 2.55

0.760 2.52 31.236 0.695 2.302 2.55

0.770 2.55 31.236 0.700 2.302 2.55

0.780 2.59 31.236 0.705 2.302 2.55

0.790 2.62 31.236 0.710 2.302 2.55

0.800 2.65 31.236 0.715 2.302 2.55

0.810 2.69 31.236 0.720 2.302 2.55

0.820 2.72 31.236 0.725 2.302 2.55

0.830 2.75 31.236 0.730 2.302 2.55

0.840 2.78 31.236 0.735 2.302 2.55

0.850 2.82 31.236 0.740 2.302 2.55

0.860 2.85 31.236 0.745 2.302 2.55

0.870 2.88 31.236 0.750 2.302 2.55

0.880 2.92 31.236 0.755 2.302 2.55

0.890 2.95 31.236 0.760 2.302 2.55

0.900 2.98 31.236 0.765 2.302 2.55

0.910 3.02 31.236 0.770 2.302 2.55

0.920 3.05 31.236 0.775 2.302 2.55

0.930 3.08 31.236 0.780 2.302 2.55

0.940 3.12 31.236 0.785 2.302 2.55

0.950 3.15 31.236 0.790 2.302 2.55

0.960 3.18 31.236 0.795 2.302 2.55

0.970 3.22 31.236 0.800 2.302 2.55

0.980 3.25 31.236 0.805 2.302 2.55

0.990 3.28 31.236 0.810 2.302 2.55

1.000 3.31 31.236 0.815 2.302 2.55

1.010 3.35 31.236 0.820 2.302 2.55

1.020 3.38 31.236 0.825 2.302 2.55

1.030 3.41 31.236 0.830 2.302 2.55

1.040 3.45 31.236 0.835 2.302 2.55

1.050 3.48 31.236 0.840 2.302 2.55

1.060 3.51 31.236 0.845 2.302 2.55

1.070 3.55 31.236 0.850 2.302 2.55

1.080 3.58 31.236 0.855 2.302 2.55

1.090 3.61 31.236 0.860 2.302 2.55

1.100 3.65 31.236 0.865 2.302 2.55

1.110 3.68 31.236 0.870 2.302 2.55

1.120 3.71 31.236 0.875 2.302 2.55

1.130 3.75 31.236 0.880 2.302 2.55

1.140 3.78 31.236 0.885 2.302 2.55

1.150 3.81 31.236 0.890 2.302 2.55

1.160 3.85 31.236 0.895 2.302 2.55

1.170 3.88 31.236 0.900 2.302 2.55

1.180 3.91 31.236 0.905 2.302 2.55

1.190 3.94 31.236 0.910 2.302 2.55

1.200 3.98 31.236 0.915 2.302 2.55

1.210 4.01 31.236 0.920 2.302 2.55

1.220 4.04 31.236 0.925 2.302 2.55

1.230 4.08 31.236 0.930 2.302 2.55

1.240 4.11 31.236 0.935 2.302 2.55

1.250 4.14 31.236 0.940 2.302 2.55

1.260 4.18 31.236 0.945 2.302 2.55

1.270 4.21 31.236 0.950 2.302 2.55

1.280 4.24 31.236 0.955 2.302 2.55

1.290 4.28 31.236 0.960 2.302 2.55

1.300 4.31 31.236 0.965 2.302 2.55

1.310 4.34 31.236 0.970 2.302 2.55

1.320 4.38 31.236 0.975 2.302 2.55

1.330 4.41 31.236 0.980 2.302 2.55

1.340 4.44 31.236 0.985 2.302 2.55

1.350 4.47 31.236 0.990 2.302 2.55

1.360 4.51 31.236 0.995 2.302 2.55

1.370 4.54 31.236 1.000 2.302 2.55

1.380 4.57 31.236 1.005 2.302 2.55

1.390 4.61 31.236 1.010 2.302 2.55

1.400 4.64 31.236 1.015 2.302 2.55

1.410 4.67 31.236 1.020 2.302 2.55





0=0.315 0.000 (m) (m) (m) (m4)

1.420 4.71 31.236 1.025 2.302 2.55

1.430 4.74 31.236 1.030 2.302 2.55

1.440 4.77 31.236 1.035 2.302 2.55

1.450 4.81 31.236 1.040 2.302 2.55

1.460 4.84 31.236 1.045 2.302 2.55

1.470 4.87 31.236 1.050 2.302 2.55

1.480 4.91 31.236 1.055 2.302 2.55

1.490 4.94 31.236 1.060 2.302 2.55

1.500 4.97 31.236 1.065 2.302 2.55

1.510 5.00 31.236 1.070 2.302 2.55

1.520 5.04 31.236 1.075 2.302 2.55

1.530 5.07 31.236 1.080 2.302 2.55

1.540 5.10 31.236 1.085 2.302 2.55

1.550 5.14 31.236 1.090 2.302 2.55

1.560 5.17 31.236 1.095 2.302 2.55

1.570 5.20 31.236 1.100 2.302 2.55

1.580 5.24 31.236 1.105 2.302 2.55

1.590 5.27 31.236 1.110 2.302 2.55

1.600 5.30 31.236 1.115 2.302 2.55

1.610 5.34 31.236 1.120 2.302 2.55

1.620 5.37 31.236 1.125 2.302 2.55

1.630 5.40 31.236 1.130 2.302 2.55

1.640 5.44 31.236 1.135 2.302 2.55

1.650 5.47 31.236 1.140 2.302 2.55

1.660 5.50 31.236 1.145 2.302 2.55

1.670 5.54 31.236 1.150 2.302 2.55

1.680 5.57 31.236 1.155 2.302 2.55

1.690 5.60 31.236 1.160 2.302 2.55

1.700 5.63 31.236 1.165 2.302 2.55

1.710 5.67 31.236 1.170 2.302 2.55

1.720 5.70 31.236 1.175 2.302 2.55

1.730 5.73 31.236 1.180 2.302 2.55

1.740 5.77 31.236 1.185 2.302 2.55

1.750 5.80 31.236 1.190 2.302 2.55

1.760 5.83 31.236 1.195 2.302 2.55

1.770 5.87 31.236 1.200 2.302 2.55

1.780 5.90 31.236 1.205 2.302 2.55

1.790 5.93 31.236 1.210 2.302 2.55

1.800 5.97 31.236 1.215 2.302 2.55

1.810 6.00 31.236 1.220 2.302 2.55

1.820 6.03 31.236 1.225 2.302 2.55

1.830 6.07 31.236 1.230 2.302 2.55

1.840 6.10 31.236 1.235 2.302 2.55

1.850 6.13 31.236 1.240 2.302 2.55

1.860 6.16 31.236 1.245 2.302 2.55

1.870 6.20 31.236 1.250 2.302 2.55

1.880 6.23 31.236 1.255 2.302 2.55

1.890 6.26 31.236 1.260 2.302 2.55

1.900 6.30 31.236 1.265 2.302 2.55

1.910 6.33 31.236 1.270 2.302 2.55

1.920 6.36 31.236 1.275 2.302 2.55

1.930 6.40 31.236 1.280 2.302 2.55

1.940 6.43 31.236 1.285 2.302 2.55

1.950 6.46 31.236 1.290 2.302 2.55

1.960 6.50 31.236 1.295 2.302 2.55

1.970 6.53 31.236 1.300 2.302 2.55

1.980 6.56 31.236 1.305 2.302 2.55

1.990 6.60 31.236 1.310 2.302 2.55

2.000 6.63 31.236 1.315 2.302 2.55

2.010 6.66 31.236 1.320 2.302 2.55

2.020 6.69 31.236 1.325 2.302 2.55

2.030 6.73 31.236 1.330 2.302 2.55

2.040 6.76 31.236 1.335 2.302 2.55

2.050 6.79 31.236 1.340 2.302 2.55

2.060 6.83 31.236 1.345 2.302 0.00

2.070 6.86 31.236 1.350 2.302 0.00

2.080 6.89 31.236 1.355 2.302 0.00

2.090 6.93 31.236 1.360 2.302 0.00

2.100 6.96 31.236 1.365 2.302 0.00

2.100 6.96 31.236 1.365 2.302 0.00



Tank No: 100 Tank no 2.

0.01Waterline-space (m):

1.00000Correction factor:

0

Vol. sections: 2

Trims: NOSet IT/IP/IL to 0:

Pipe data:

No From AP (m) Above BL (m)From CL (m)

1 28.915 0.315 0.882

2 28.915 2.415 0.882



0=0.315 0.000 (m) (m) (m) (m4)

0.000 0.00 29.360 0.315 2.302 2.55

0.010 0.03 29.360 0.320 2.302 2.55

0.020 0.07 29.360 0.325 2.302 2.55

0.030 0.10 29.360 0.330 2.302 2.55

0.040 0.13 29.360 0.335 2.302 2.55

0.050 0.17 29.360 0.340 2.302 2.55

0.060 0.20 29.360 0.345 2.302 2.55

0.070 0.23 29.360 0.350 2.302 2.55

0.080 0.27 29.360 0.355 2.302 2.55

0.090 0.30 29.360 0.360 2.302 2.55

0.100 0.33 29.360 0.365 2.302 2.55

0.110 0.37 29.360 0.370 2.302 2.55

0.120 0.40 29.360 0.375 2.302 2.55

0.130 0.43 29.360 0.380 2.302 2.55

0.140 0.47 29.360 0.385 2.302 2.55

0.150 0.50 29.360 0.390 2.302 2.55

0.160 0.53 29.360 0.395 2.302 2.55

0.170 0.56 29.360 0.400 2.302 2.55

0.180 0.60 29.360 0.405 2.302 2.55

0.190 0.63 29.360 0.410 2.302 2.55

0.200 0.66 29.360 0.415 2.302 2.55

0.210 0.70 29.360 0.420 2.302 2.55

0.220 0.73 29.360 0.425 2.302 2.55

0.230 0.76 29.360 0.430 2.302 2.55

0.240 0.80 29.360 0.435 2.302 2.55

0.250 0.83 29.360 0.440 2.302 2.55

0.260 0.86 29.360 0.445 2.302 2.55

0.270 0.90 29.360 0.450 2.302 2.55

0.280 0.93 29.360 0.455 2.302 2.55

0.290 0.96 29.360 0.460 2.302 2.55

0.300 1.00 29.360 0.465 2.302 2.55

0.310 1.03 29.360 0.470 2.302 2.55

0.320 1.06 29.360 0.475 2.302 2.55

0.330 1.09 29.360 0.480 2.302 2.55

0.340 1.13 29.360 0.485 2.302 2.55

0.350 1.16 29.360 0.490 2.302 2.55

0.360 1.19 29.360 0.495 2.302 2.55

0.370 1.23 29.360 0.500 2.302 2.55

0.380 1.26 29.360 0.505 2.302 2.55

0.390 1.29 29.360 0.510 2.302 2.55

0.400 1.33 29.360 0.515 2.302 2.55

0.410 1.36 29.360 0.520 2.302 2.55

0.420 1.39 29.360 0.525 2.302 2.55

0.430 1.43 29.360 0.530 2.302 2.55

0.440 1.46 29.360 0.535 2.302 2.55

0.450 1.49 29.360 0.540 2.302 2.55

0.460 1.53 29.360 0.545 2.302 2.55

0.470 1.56 29.360 0.550 2.302 2.55

0.480 1.59 29.360 0.555 2.302 2.55

0.490 1.62 29.360 0.560 2.302 2.55

0.500 1.66 29.360 0.565 2.302 2.55

0.510 1.69 29.360 0.570 2.302 2.55

0.520 1.72 29.360 0.575 2.302 2.55

0.530 1.76 29.360 0.580 2.302 2.55

0.540 1.79 29.360 0.585 2.302 2.55

0.550 1.82 29.360 0.590 2.302 2.55

0.560 1.86 29.360 0.595 2.302 2.55

0.570 1.89 29.360 0.600 2.302 2.55

0.580 1.92 29.360 0.605 2.302 2.55

0.590 1.96 29.360 0.610 2.302 2.55

0.600 1.99 29.360 0.615 2.302 2.55

0.610 2.02 29.360 0.620 2.302 2.55

0.620 2.06 29.360 0.625 2.302 2.55

0.630 2.09 29.360 0.630 2.302 2.55

0.640 2.12 29.360 0.635 2.302 2.55

0.650 2.16 29.360 0.640 2.302 2.55

0.660 2.19 29.360 0.645 2.302 2.55





0=0.315 0.000 (m) (m) (m) (m4)

0.670 2.22 29.360 0.650 2.302 2.55

0.680 2.25 29.360 0.655 2.302 2.55

0.690 2.29 29.360 0.660 2.302 2.55

0.700 2.32 29.360 0.665 2.302 2.55

0.710 2.35 29.360 0.670 2.302 2.55

0.720 2.39 29.360 0.675 2.302 2.55

0.730 2.42 29.360 0.680 2.302 2.55

0.740 2.45 29.360 0.685 2.302 2.55

0.750 2.49 29.360 0.690 2.302 2.55

0.760 2.52 29.360 0.695 2.302 2.55

0.770 2.55 29.360 0.700 2.302 2.55

0.780 2.59 29.360 0.705 2.302 2.55

0.790 2.62 29.360 0.710 2.302 2.55

0.800 2.65 29.360 0.715 2.302 2.55

0.810 2.69 29.360 0.720 2.302 2.55

0.820 2.72 29.360 0.725 2.302 2.55

0.830 2.75 29.360 0.730 2.302 2.55

0.840 2.78 29.360 0.735 2.302 2.55

0.850 2.82 29.360 0.740 2.302 2.55

0.860 2.85 29.360 0.745 2.302 2.55

0.870 2.88 29.360 0.750 2.302 2.55

0.880 2.92 29.360 0.755 2.302 2.55

0.890 2.95 29.360 0.760 2.302 2.55

0.900 2.98 29.360 0.765 2.302 2.55

0.910 3.02 29.360 0.770 2.302 2.55

0.920 3.05 29.360 0.775 2.302 2.55

0.930 3.08 29.360 0.780 2.302 2.55

0.940 3.12 29.360 0.785 2.302 2.55

0.950 3.15 29.360 0.790 2.302 2.55

0.960 3.18 29.360 0.795 2.302 2.55

0.970 3.22 29.360 0.800 2.302 2.55

0.980 3.25 29.360 0.805 2.302 2.55

0.990 3.28 29.360 0.810 2.302 2.55

1.000 3.31 29.360 0.815 2.302 2.55

1.010 3.35 29.360 0.820 2.302 2.55

1.020 3.38 29.360 0.825 2.302 2.55

1.030 3.41 29.360 0.830 2.302 2.55

1.040 3.45 29.360 0.835 2.302 2.55

1.050 3.48 29.360 0.840 2.302 2.55

1.060 3.51 29.360 0.845 2.302 2.55

1.070 3.55 29.360 0.850 2.302 2.55

1.080 3.58 29.360 0.855 2.302 2.55

1.090 3.61 29.360 0.860 2.302 2.55

1.100 3.65 29.360 0.865 2.302 2.55

1.110 3.68 29.360 0.870 2.302 2.55

1.120 3.71 29.360 0.875 2.302 2.55

1.130 3.75 29.360 0.880 2.302 2.55

1.140 3.78 29.360 0.885 2.302 2.55

1.150 3.81 29.360 0.890 2.302 2.55

1.160 3.85 29.360 0.895 2.302 2.55

1.170 3.88 29.360 0.900 2.302 2.55

1.180 3.91 29.360 0.905 2.302 2.55

1.190 3.94 29.360 0.910 2.302 2.55

1.200 3.98 29.360 0.915 2.302 2.55

1.210 4.01 29.360 0.920 2.302 2.55

1.220 4.04 29.360 0.925 2.302 2.55

1.230 4.08 29.360 0.930 2.302 2.55

1.240 4.11 29.360 0.935 2.302 2.55

1.250 4.14 29.360 0.940 2.302 2.55

1.260 4.18 29.360 0.945 2.302 2.55

1.270 4.21 29.360 0.950 2.302 2.55

1.280 4.24 29.360 0.955 2.302 2.55

1.290 4.28 29.360 0.960 2.302 2.55

1.300 4.31 29.360 0.965 2.302 2.55

1.310 4.34 29.360 0.970 2.302 2.55

1.320 4.38 29.360 0.975 2.302 2.55

1.330 4.41 29.360 0.980 2.302 2.55

1.340 4.44 29.360 0.985 2.302 2.55

1.350 4.47 29.360 0.990 2.302 2.55

1.360 4.51 29.360 0.995 2.302 2.55

1.370 4.54 29.360 1.000 2.302 2.55

1.380 4.57 29.360 1.005 2.302 2.55

1.390 4.61 29.360 1.010 2.302 2.55

1.400 4.64 29.360 1.015 2.302 2.55

1.410 4.67 29.360 1.020 2.302 2.55





0=0.315 0.000 (m) (m) (m) (m4)

1.420 4.71 29.360 1.025 2.302 2.55

1.430 4.74 29.360 1.030 2.302 2.55

1.440 4.77 29.360 1.035 2.302 2.55

1.450 4.81 29.360 1.040 2.302 2.55

1.460 4.84 29.360 1.045 2.302 2.55

1.470 4.87 29.360 1.050 2.302 2.55

1.480 4.91 29.360 1.055 2.302 2.55

1.490 4.94 29.360 1.060 2.302 2.55

1.500 4.97 29.360 1.065 2.302 2.55

1.510 5.00 29.360 1.070 2.302 2.55

1.520 5.04 29.360 1.075 2.302 2.55

1.530 5.07 29.360 1.080 2.302 2.55

1.540 5.10 29.360 1.085 2.302 2.55

1.550 5.14 29.360 1.090 2.302 2.55

1.560 5.17 29.360 1.095 2.302 2.55

1.570 5.20 29.360 1.100 2.302 2.55

1.580 5.24 29.360 1.105 2.302 2.55

1.590 5.27 29.360 1.110 2.302 2.55

1.600 5.30 29.360 1.115 2.302 2.55

1.610 5.34 29.360 1.120 2.302 2.55

1.620 5.37 29.360 1.125 2.302 2.55

1.630 5.40 29.360 1.130 2.302 2.55

1.640 5.44 29.360 1.135 2.302 2.55

1.650 5.47 29.360 1.140 2.302 2.55

1.660 5.50 29.360 1.145 2.302 2.55

1.670 5.54 29.360 1.150 2.302 2.55

1.680 5.57 29.360 1.155 2.302 2.55

1.690 5.60 29.360 1.160 2.302 2.55

1.700 5.63 29.360 1.165 2.302 2.55

1.710 5.67 29.360 1.170 2.302 2.55

1.720 5.70 29.360 1.175 2.302 2.55

1.730 5.73 29.360 1.180 2.302 2.55

1.740 5.77 29.360 1.185 2.302 2.55

1.750 5.80 29.360 1.190 2.302 2.55

1.760 5.83 29.360 1.195 2.302 2.55

1.770 5.87 29.360 1.200 2.302 2.55

1.780 5.90 29.360 1.205 2.302 2.55

1.790 5.93 29.360 1.210 2.302 2.55

1.800 5.97 29.360 1.215 2.302 2.55

1.810 6.00 29.360 1.220 2.302 2.55

1.820 6.03 29.360 1.225 2.302 2.55

1.830 6.07 29.360 1.230 2.302 2.55

1.840 6.10 29.360 1.235 2.302 2.55

1.850 6.13 29.360 1.240 2.302 2.55

1.860 6.16 29.360 1.245 2.302 2.55

1.870 6.20 29.360 1.250 2.302 2.55

1.880 6.23 29.360 1.255 2.302 2.55

1.890 6.26 29.360 1.260 2.302 2.55

1.900 6.30 29.360 1.265 2.302 2.55

1.910 6.33 29.360 1.270 2.302 2.55

1.920 6.36 29.360 1.275 2.302 2.55

1.930 6.40 29.360 1.280 2.302 2.55

1.940 6.43 29.360 1.285 2.302 2.55

1.950 6.46 29.360 1.290 2.302 2.55

1.960 6.50 29.360 1.295 2.302 2.55

1.970 6.53 29.360 1.300 2.302 2.55

1.980 6.56 29.360 1.305 2.302 2.55

1.990 6.60 29.360 1.310 2.302 2.55

2.000 6.63 29.360 1.315 2.302 2.55

2.010 6.66 29.360 1.320 2.302 2.55

2.020 6.69 29.360 1.325 2.302 2.55

2.030 6.73 29.360 1.330 2.302 2.55

2.040 6.76 29.360 1.335 2.302 2.55

2.050 6.79 29.360 1.340 2.302 2.55

2.060 6.83 29.360 1.345 2.302 0.00

2.070 6.86 29.360 1.350 2.302 0.00

2.080 6.89 29.360 1.355 2.302 0.00

2.090 6.93 29.360 1.360 2.302 0.00

2.100 6.96 29.360 1.365 2.302 0.00

2.100 6.96 29.360 1.365 2.302 0.00

Betonglekter Eidsfjord (Fx_ 9194)/Intact ship

PN-values for different heel angles.PS-heeling PS < SBDate: 5 AUG 2010Saved: 5 AUG 2010 ,used SS: 1-13 ,used APP1: 1-2 ,used APP2: ,Sp.Grav.= 1.0250t/m3 ,Shell=0

Trim # 1, -0.300(m), KP-value = 0.000(m)

D# DA(m) DF(m) Volume(m3) Displ.(t) 0(°) -10(°) -20(°) -30(°) -40(°) -50(°) -60(°) -70(°) -80(°)

1 0.850 1.150 312.2 320.0 0.000 1.306 2.452 3.274 3.532 3.498 3.290 2.991 2.744

2 1.050 1.350 376.8 386.2 0.000 1.121 2.379 3.174 3.394 3.365 3.214 3.021 2.961

3 1.250 1.550 441.4 452.4 0.000 0.992 2.307 3.036 3.240 3.255 3.184 3.093 3.206

4 1.450 1.750 505.9 518.6 0.000 0.903 2.213 2.877 3.095 3.176 3.181 3.186 3.454

5 1.650 1.950 570.5 584.7 0.000 0.862 2.089 2.705 2.973 3.116 3.194 3.291 3.675

6 1.850 2.150 635.0 650.9 0.000 0.874 1.957 2.540 2.864 3.071 3.219 3.401 3.856

7 2.050 2.350 699.7 717.2 0.000 0.896 1.826 2.390 2.769 3.036 3.250 3.513 4.003

8 2.250 2.550 764.5 783.6 0.000 0.918 1.697 2.250 2.686 3.010 3.288 3.627 4.121




Trim # 2, 0.000(m), KP-value = 0.000(m)


1 1.000 1.000 312.2 320.0 0.000 1.306 2.451 3.283 3.539 3.504 3.291 2.994 2.745

2 1.200 1.200 376.6 386.0 0.000 1.121 2.382 3.181 3.400 3.367 3.219 3.026 2.962

3 1.400 1.400 441.2 452.2 0.000 0.993 2.311 3.042 3.245 3.261 3.190 3.099 3.206

4 1.600 1.600 505.7 518.4 0.000 0.901 2.219 2.882 3.102 3.182 3.188 3.193 3.458

5 1.800 1.800 570.3 584.6 0.000 0.858 2.093 2.710 2.978 3.124 3.202 3.297 3.686

6 2.000 2.000 634.9 650.8 0.000 0.874 1.959 2.547 2.873 3.079 3.226 3.407 3.867

7 2.200 2.200 699.7 717.2 0.000 0.896 1.828 2.395 2.778 3.045 3.258 3.519 4.013

8 2.400 2.400 764.5 783.6 0.000 0.918 1.698 2.256 2.695 3.019 3.295 3.633 4.131




Trim # 3, 0.300(m), KP-value = 0.000(m)


1 1.150 0.850 312.3 320.1 0.000 1.305 2.451 3.274 3.532 3.498 3.294 3.005 2.766

2 1.350 1.050 376.5 386.0 0.000 1.121 2.380 3.174 3.394 3.368 3.226 3.039 2.980

3 1.550 1.250 441.0 452.0 0.000 0.993 2.308 3.038 3.243 3.265 3.199 3.112 3.219

4 1.750 1.450 505.6 518.2 0.000 0.905 2.213 2.878 3.103 3.189 3.197 3.203 3.472

5 1.950 1.650 570.1 584.4 0.000 0.864 2.090 2.709 2.982 3.131 3.211 3.306 3.701

6 2.150 1.850 634.9 650.8 0.000 0.875 1.957 2.546 2.878 3.087 3.235 3.416 3.878

7 2.350 2.050 699.7 717.2 0.000 0.897 1.824 2.398 2.784 3.053 3.267 3.527 4.024

8 2.550 2.250 764.5 783.6 0.000 0.918 1.698 2.261 2.702 3.027 3.303 3.639 4.140




Trim # 4, 0.400(m), KP-value = 0.000(m)


1 1.200 0.800 312.3 320.1 0.000 1.305 2.452 3.268 3.526 3.494 3.295 3.011 2.777

2 1.400 1.000 376.6 386.0 0.000 1.120 2.378 3.168 3.390 3.368 3.228 3.045 2.987

3 1.600 1.200 440.9 452.0 0.000 0.994 2.304 3.033 3.240 3.266 3.203 3.117 3.228

4 1.800 1.400 505.5 518.1 0.000 0.909 2.209 2.874 3.103 3.191 3.201 3.208 3.474

5 2.000 1.600 570.1 584.4 0.000 0.868 2.087 2.707 2.983 3.134 3.214 3.310 3.703

6 2.200 1.800 634.9 650.8 0.000 0.875 1.953 2.544 2.878 3.090 3.239 3.419 3.882

7 2.400 2.000 699.7 717.2 0.000 0.897 1.823 2.399 2.787 3.056 3.270 3.530 4.026

8 2.600 2.200 764.5 783.6 0.000 0.918 1.698 2.261 2.703 3.030 3.306 3.641 4.143




Y - PN-values, X - Displacement(t), Trim #:1, -0.3(m), KP-value = 0.000(m)

0.0

5.0

0.1

5.1

0.2

5.2

0.3

5.3

0.4

5.4

0.5

003 053 004 054 005 055 006 056 007 057 008

-80°

-70°

-60°

-50°

-40°

-30°

-20°

-10°

0°

D1 D2 D3 D4 D5 D6 D7 D8




Y - PN-values, X - Displacement(t), Trim #:2, 0(m), KP-value = 0.000(m)

0.0

5.0

0.1

5.1

0.2

5.2

0.3

5.3

0.4

5.4

0.5

003 053 004 054 005 055 006 056 007 057 008

-80°

-70°

-60°

-50°

-40°

-30°

-20°

-10°

0°

D1 D2 D3 D4 D5 D6 D7 D8




Y - PN-values, X - Displacement(t), Trim #:3, 0.3(m), KP-value = 0.000(m)

0.0

5.0

0.1

5.1

0.2

5.2

0.3

5.3

0.4

5.4

0.5

003 053 004 054 005 055 006 056 007 057 008

-80°

-70°

-60°

-50°

-40°

-30°

-20°

-10°

0°

D1 D2 D3 D4 D5 D6 D7 D8




Y - PN-values, X - Displacement(t), Trim #:4, 0.4(m), KP-value = 0.000(m)

0.0

5.0

0.1

5.1

0.2

5.2

0.3

5.3

0.4

5.4

0.5

003 053 004 054 005 055 006 056 007 057 008

-80°

-70°

-60°

-50°

-40°

-30°

-20°

-10°

0°

D1 D2 D3 D4 D5 D6 D7 D8


Betonglekter Eidsfjord (Fx_ 9194)/Intact shipDate: 5 AUG 2010

Trim #:1, -0.3m, Heeling:0°

DF Volume LCBDA VCBWeight TCB IT AreaIP IL TPC MCT1CMD#

(m) (m4) (m) (t*m/cm)(m4) (m4) (m2) (t/cm)(m3) (m) (m) (m) (m2)(t) (m)(m)

LCF TCF VetSurf

320.0 9.9 1 2179 0 1.150 0.509 0.850 312.2 18.915 18.067 0.000 3.3 322.8 392.2 34602 0.000

386.2 9.9 2 2179 0 1.350 0.611 1.050 376.8 18.770 18.067 0.000 3.3 322.8 406.5 34602 0.000

452.4 9.9 3 2179 0 1.550 0.712 1.250 441.4 18.667 18.067 0.000 3.3 322.8 420.9 34602 0.000

518.6 9.9 4 2179 0 1.750 0.812 1.450 505.9 18.590 18.067 0.000 3.3 322.8 435.2 34602 0.000

584.7 9.9 5 2179 0 1.950 0.913 1.650 570.5 18.531 18.067 0.000 3.3 322.8 449.6 34602 0.000

650.9 9.9 6 2179 0 2.150 1.013 1.850 635.0 18.484 18.067 0.000 3.3 322.8 463.9 34602 0.000

717.2 10.0 7 2187 0 2.350 1.114 2.050 699.7 18.442 18.000 0.000 3.3 324.0 479.5 34992 0.000

783.6 10.0 8 2187 0 2.550 1.214 2.250 764.5 18.405 18.000 0.000 3.3 324.0 493.9 34992 0.000



Trim #:2, 0m, Heeling:0°



LCF TCF VetSurf

320.0 9.7 1 2169 0 1.000 0.505 1.000 312.2 18.002 17.984 0.000 3.3 321.3 390.7 34124 0.000

386.0 9.9 2 2179 0 1.200 0.607 1.200 376.6 18.005 18.067 0.000 3.3 322.8 406.5 34602 0.000

452.2 9.9 3 2179 0 1.400 0.709 1.400 441.2 18.014 18.067 0.000 3.3 322.8 420.8 34602 0.000

518.4 9.9 4 2179 0 1.600 0.810 1.600 505.7 18.020 18.067 0.000 3.3 322.8 435.2 34602 0.000

584.6 9.9 5 2179 0 1.800 0.911 1.800 570.3 18.026 18.067 0.000 3.3 322.8 449.5 34602 0.000

650.8 10.0 6 2187 0 2.000 1.011 2.000 634.9 18.028 18.000 0.000 3.3 324.0 465.1 34992 0.000

717.2 10.0 7 2187 0 2.200 1.112 2.200 699.7 18.025 18.000 0.000 3.3 324.0 479.5 34992 0.000

783.6 10.0 8 2187 0 2.400 1.213 2.400 764.5 18.023 18.000 0.000 3.3 324.0 493.9 34992 0.000



Trim #:3, 0.3m, Heeling:0°



LCF TCF VetSurf

320.1 9.7 1 2169 0 0.850 0.509 1.150 312.3 17.091 17.984 0.000 3.3 321.3 390.7 34124 0.000

386.0 9.7 2 2169 0 1.050 0.610 1.350 376.5 17.244 17.984 0.000 3.3 321.3 405.0 34124 0.000

452.0 9.9 3 2179 0 1.250 0.711 1.550 441.0 17.360 18.067 0.000 3.3 322.8 420.8 34602 0.000

518.2 9.9 4 2179 0 1.450 0.812 1.750 505.6 17.450 18.067 0.000 3.3 322.8 435.1 34602 0.000

584.4 10.0 5 2187 0 1.650 0.912 1.950 570.1 17.520 18.000 0.000 3.3 324.0 450.7 34992 0.000

650.8 10.0 6 2187 0 1.850 1.013 2.150 634.9 17.569 18.000 0.000 3.3 324.0 465.1 34992 0.000

717.2 10.0 7 2187 0 2.050 1.114 2.350 699.7 17.609 18.000 0.000 3.3 324.0 479.5 34992 0.000

783.6 10.0 8 2187 0 2.250 1.214 2.550 764.5 17.642 18.000 0.000 3.3 324.0 493.9 34992 0.000



Trim #:4, 0.4m, Heeling:0°



LCF TCF VetSurf

320.1 9.7 1 2169 0 0.800 0.512 1.200 312.3 16.788 17.984 0.000 3.3 321.3 390.7 34124 0.000

386.0 9.7 2 2169 0 1.000 0.613 1.400 376.6 16.992 17.984 0.000 3.3 321.3 405.0 34124 0.000

452.0 9.9 3 2179 0 1.200 0.713 1.600 440.9 17.142 18.067 0.000 3.3 322.8 420.8 34602 0.000

518.1 9.9 4 2179 0 1.400 0.814 1.800 505.5 17.260 18.067 0.000 3.3 322.8 435.1 34602 0.000

584.4 10.0 5 2187 0 1.600 0.914 2.000 570.1 17.349 18.000 0.000 3.3 324.0 450.7 34992 0.000

650.8 10.0 6 2187 0 1.800 1.015 2.200 634.9 17.416 18.000 0.000 3.3 324.0 465.1 34992 0.000

717.2 10.0 7 2187 0 2.000 1.115 2.400 699.7 17.470 18.000 0.000 3.3 324.0 479.5 34992 0.000

783.6 10.0 8 2187 0 2.200 1.216 2.600 764.5 17.515 18.000 0.000 3.3 324.0 493.9 34992 0.000



Mean draft (DA+DF)/2 in metres above base, Trim #:1, -0.3m, Heeling:0°

0.1

2.1

4.1

6.1

8.1

0.2

2.2

4.2

003 053 004 054 005 055 006 056 007 057 008

003 053 004 054 005 055 006 056 007 057 008

4.81 5.81 6.81 7.81 8.81 9.81 0.91 1.91 2.91 3.91 4.91

24.0 65.0 07.0 48.0 89.0 21.1 62.1 04.1 45.1 86.1 28.1

489.71 000.81 610.81 230.81 840.81 460.81 080.81 690.81 211.81 821.81 441.81

6.3 2.4 8.4 4.5 0.6 6.6 2.7 8.7 4.8 0.9 6.9

603.3 803.3 013.3 213.3 413.3 613.3 813.3 023.3 223.3 423.3 623.3

48.9 68.9 88.9 09.9 29.9 49.9 69.9 89.9 00.01 20.01 40.01

Volume (m3)

Weight (t)

LCB (m)

VCB (m)

LCF (m)

KMT (m)

TPC (t/cm)

MCT1CM (t*m/cm)

Volume (m3)

Weight (t)

LCB (m)

VCB (m)

LCF (m)

KMT (m)

TPC (t/cm)

MCT1CM (t*m/cm)



Mean draft (DA+DF)/2 in metres above base, Trim #:2, 0m, Heeling:0°

0.1

2.1

4.1

6.1

8.1

0.2

2.2

4.2

003 053 004 054 005 055 006 056 007 057 008 058

003 053 004 054 005 055 006 056 007 057 008 058

000.81 300.81 600.81 900.81 210.81 510.81 810.81 120.81 420.81 720.81 030.81 330.81

24.0 65.0 07.0 48.0 89.0 21.1 62.1 04.1 45.1 86.1 28.1 69.1

289.71 000.81 810.81 630.81 450.81 270.81 090.81 801.81 621.81 441.81 261.81 081.81

6.3 2.4 8.4 4.5 0.6 6.6 2.7 8.7 4.8 0.9 6.9 2.01

192.3 492.3 792.3 003.3 303.3 603.3 903.3 213.3 513.3 813.3 123.3 423.3

96.9 27.9 57.9 87.9 18.9 48.9 78.9 09.9 39.9 69.9 99.9 20.01

Volume (m3)

Weight (t)

LCB (m)

VCB (m)

LCF (m)

KMT (m)

TPC (t/cm)

MCT1CM (t*m/cm)

Volume (m3)

Weight (t)

LCB (m)

VCB (m)

LCF (m)

KMT (m)

TPC (t/cm)

MCT1CM (t*m/cm)



Mean draft (DA+DF)/2 in metres above base, Trim #:3, 0.3m, Heeling:0°

0.1

2.1

4.1

6.1

8.1

0.2

2.2

4.2

003 053 004 054 005 055 006 056 007 057 008 058

003 053 004 054 005 055 006 056 007 057 008 058

40.71 01.71 61.71 22.71 82.71 43.71 04.71 64.71 25.71 85.71 46.71 07.71

24.0 65.0 07.0 48.0 89.0 21.1 62.1 04.1 45.1 86.1 28.1 69.1

69.71 89.71 00.81 20.81 40.81 60.81 80.81 01.81 21.81 41.81 61.81 81.81

6.3 2.4 8.4 4.5 0.6 6.6 2.7 8.7 4.8 0.9 6.9 2.01

882.3 492.3 003.3 603.3 213.3 813.3 423.3 033.3 633.3 243.3 843.3 453.3

96.9 27.9 57.9 87.9 18.9 48.9 78.9 09.9 39.9 69.9 99.9 20.01

Volume (m3)

Weight (t)

LCB (m)

VCB (m)

LCF (m)

KMT (m)

TPC (t/cm)

MCT1CM (t*m/cm)

Volume (m3)

Weight (t)

LCB (m)

VCB (m)

LCF (m)

KMT (m)

TPC (t/cm)

MCT1CM (t*m/cm)



Mean draft (DA+DF)/2 in metres above base, Trim #:4, 0.4m, Heeling:0°

0.1

2.1

4.1

6.1

8.1

0.2

2.2

4.2

003 053 004 054 005 055 006 056 007 057 008

003 053 004 054 005 055 006 056 007 057 008

66.61 08.61 49.61 80.71 22.71 63.71 05.71 46.71 87.71 29.71 60.81

24.0 65.0 07.0 48.0 89.0 21.1 62.1 04.1 45.1 86.1 28.1

69.71 89.71 00.81 20.81 40.81 60.81 80.81 01.81 21.81 41.81 61.81

6.3 2.4 8.4 4.5 0.6 6.6 2.7 8.7 4.8 0.9 6.9

882.3 492.3 003.3 603.3 213.3 813.3 423.3 033.3 633.3 243.3 843.3

96.9 27.9 57.9 87.9 18.9 48.9 78.9 09.9 39.9 69.9 99.9

Volume (m3)

Weight (t)

LCB (m)

VCB (m)

LCF (m)

KMT (m)

TPC (t/cm)

MCT1CM (t*m/cm)

Volume (m3)

Weight (t)

LCB (m)

VCB (m)

LCF (m)

KMT (m)

TPC (t/cm)

MCT1CM (t*m/cm)



VCG limit curves.Date: 5 AUG 2010Intact ship, Trim No:1(-0.3m)

FA#:Pnr - flood angle 1/2/3; MV - angle for max GZ; EQ - angle for equilibrium.

Dr.No DA(M) DF(M) VOLUME(M3) DISPL.(T) MaxVCG Min.GM PS FA1:Pnr SB PS FA2:Pnr SB PS FA3:Pnr SB

====================================================================================================================

1 0.850 1.150 312.24 320.04 5.630 1.858

2 1.050 1.350 376.80 386.22 5.004 1.390

3 1.250 1.550 441.36 452.39 4.511 1.138

4 1.450 1.750 505.92 518.56 4.329 0.790

5 1.650 1.950 570.48 584.74 4.321 0.412

6 1.850 2.150 635.04 650.91 4.318 0.126

7 2.050 2.350 699.73 717.22 4.141 0.099

8 2.250 2.550 764.53 783.64 3.885 0.190

==========================================================================================================

None flooding point was used in the calculation

Req.No 1 (GetGZArea(0,MIN(GZMaxAngle,FloodAngle3)))>=(0.08)

==========================================================================================================

Draught: 1 2 3 4 5 6 7 8

Max.VCG: 5.630 5.004 4.511 4.329 4.321 4.318 4.141 3.885

PS MV : 23.8 25.1 24.9 24.3 23.5 22.5 21.9 20.6

SB MV : 17.2 19.3 20.9 80.0 80.0 80.0 80.0 80.0

EQ : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


VCG limit curves.Date: 5 AUG 2010Intact ship, Trim No:1(-0.3m)

Y - MaxVCG limit curves, X - Displacement(t), Intact ship, Trim No:1(-0.3m)

8.3

0.4

2.4

4.4

6.4

8.4

0.5

2.5

4.5

6.5

8.5

003 053 004 054 005 055 006 056 007 057 008

Result

\C1


VCG limit curves.Date: 5 AUG 2010Intact ship, Trim No:2(0m)



====================================================================================================================

1 1.000 1.000 312.24 320.04 5.648 1.803

2 1.200 1.200 376.62 386.03 5.016 1.377

3 1.400 1.400 441.18 452.21 4.516 1.132

4 1.600 1.600 505.74 518.38 4.342 0.776

5 1.800 1.800 570.30 584.55 4.334 0.397

6 2.000 2.000 634.93 650.80 4.333 0.123

7 2.200 2.200 699.73 717.22 4.144 0.094

8 2.400 2.400 764.53 783.64 3.902 0.172

==========================================================================================================



==========================================================================================================

Draught: 1 2 3 4 5 6 7 8

Max.VCG: 5.648 5.016 4.516 4.342 4.334 4.333 4.144 3.902

PS MV : 23.9 25.1 24.9 24.3 23.5 22.7 21.9 20.7

SB MV : 17.2 19.3 20.9 80.0 80.0 80.0 80.0 80.0

EQ : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0


VCG limit curves.Date: 5 AUG 2010Intact ship, Trim No:2(0m)

Y - MaxVCG limit curves, X - Displacement(t), Intact ship, Trim No:2(0m)

8.3

0.4

2.4

4.4

6.4

8.4

0.5

2.5

4.5

6.5

8.5

003 053 004 054 005 055 006 056 007 057 008

Result

\C1


VCG limit curves.Date: 5 AUG 2010Intact ship, Trim No:3(0.3m)



====================================================================================================================

1 1.150 0.850 312.28 320.09 5.630 1.824

2 1.350 1.050 376.54 385.95 5.006 1.364

3 1.550 1.250 441.00 452.02 4.518 1.134

4 1.750 1.450 505.56 518.20 4.356 0.765

5 1.950 1.650 570.13 584.38 4.346 0.402

6 2.150 1.850 634.93 650.80 4.346 0.112

7 2.350 2.050 699.73 717.22 4.154 0.085

8 2.550 2.250 764.53 783.64 3.911 0.164

==========================================================================================================



==========================================================================================================

Draught: 1 2 3 4 5 6 7 8

Max.VCG: 5.630 5.006 4.518 4.356 4.346 4.346 4.154 3.911

PS MV : 23.8 25.1 24.9 24.3 23.5 22.5 22.0 20.9

SB MV : 17.2 19.3 21.1 80.0 80.0 80.0 80.0 80.0

EQ : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0



Y - MaxVCG limit curves, X - Displacement(t), Intact ship, Trim No:3(0.3m)

8.3

0.4

2.4

4.4

6.4

8.4

0.5

2.5

4.5

6.5

8.5

003 053 004 054 005 055 006 056 007 057 008

Result

\C1





====================================================================================================================

1 1.200 0.800 312.30 320.10 5.605 1.852

2 1.400 1.000 376.56 385.97 4.997 1.375

3 1.600 1.200 440.94 451.96 4.521 1.133

4 1.800 1.400 505.50 518.13 4.360 0.764

5 2.000 1.600 570.13 584.38 4.351 0.399

6 2.200 1.800 634.93 650.80 4.350 0.109

7 2.400 2.000 699.73 717.22 4.153 0.088

8 2.600 2.200 764.53 783.64 3.907 0.169

==========================================================================================================



==========================================================================================================

Draught: 1 2 3 4 5 6 7 8

Max.VCG: 5.605 4.997 4.521 4.360 4.351 4.350 4.153 3.907

PS MV : 23.6 25.1 24.9 24.3 23.5 22.5 22.0 20.9

SB MV : 17.1 19.3 21.1 80.0 80.0 80.0 80.0 80.0

EQ : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0



Y - MaxVCG limit curves, X - Displacement(t), Intact ship, Trim No:4(0.4m)

8.3

0.4

2.4

4.4

6.4

8.4

0.5

2.5

4.5

6.5

8.5

003 053 004 054 005 055 006 056 007 057 008

Result

\C1


Lateral plane - draft mark - freeboard deckDate 5 AUG 2010

Betonglekter Eidsfjord (Fx_ 9194), Lateral plane

0

2

4

6

8

01

21

4- 0 4 8 21 61 02 42 82 23 63

No From AP Above Base(m) (m)

No From AP Above Base(m) (m) No

From AP Above Base(m) (m) No

From AP Above Base(m) (m)

1 -0.001 1.099 35.949 4 1.120 7 30.809 10.110 3.530 10 -0.001

2 1.199 -0.000 35.949 5 3.530 8 1.049 10.110 1.099 11 -0.001

3 34.812 -0.000 30.809 6 3.530 9 1.049 3.530 -0.000 12 1.199

Draft fore markDraft aft mark Free board

No No NoFrom AP (m) From AP (m) From AP (m) Above base (m)Above base (m) Above base (m)

1 0.000 0.000 35.950 1 0.000 2.500 1 0.000

2.500 2 35.950

Draft mid mark Distance from AP to mid draft mark line (m): 18.000


Norwegian Maritime Directorate

Report on inclining test

and

light ship survey

Name of ship (Yard no. and yard): Betonglekter Eidsfjord (Fx_ 9194), 2009

Signal letters:

Carried out, place and date:

,

Summary of results:

LCG:

2.473

Lightship weight: 502.51 tonnes

Vertical centre of gravity(corrected) m above baselineVCG:

18.100Longitudinal centre of gravity m from AP

Transverse centre of gravity TCG: 0.454 m from CL

Metacentric height mKMT(lightship)[5.461] - VCG_corrected(lightship)[2.473] 2.988GMt:

m from BLDM in LBP/2

by sternm -0.042

1.552

Trim( DA - DF)

DF in FP

Heel angle 9.2 ° to SB

m from BL

m from BL

1.531

1.573

Lightship draught: DA in AP

Person responsible

(Name and company):

Signature

Stamp

Aproved, date

hoursTime usedSurveyor

1. GENERAL INFORMATION

Villa Arctic ASOwners (name and address):

If existing ship, state reason

for new inclining test:

Report date:

Last revision of the report, date:

Test commenced (hrs.) 0:00 0:00

Weather conditions in general:

Current:

Specific gravity of seawater: 1.0250 t/m3 measured? Yes No

Mooring arrangement:

Attending surveyor:

NMD station in:

2. SHIP PARTICULARS

Length over all:

35.950 (m)

(m) 35.950

Length between perpendiculars (LBP):

1 9.050 (m)Breadth moulded amidships:

(m)Depth moulded amidships (D): 2.700

(mm) 0

0.000

Ship without shell plating: Is deck thickness included in D? Yes No

Design trim (rake of keel) over LBP: (m)

0Height / thickness of bar keel / keel plate: (mm)

3. OTHER INFORMATION

Sister ships if any

(Y/No, name, signal letters):

Last hull extension or other modification:

(year)

Permanent ballast during test:

Permanent ballast taken on boardafter the test:

1 For vessels without shell plating (wooden hulls, GPR etc.) measured to outside hull

Sea state: Wind:

(hrs.) Finished

5. HYDROSTATIC PARTICULARS FOR THE INCLINING TEST CONDITION

DRAFT INPUT

Draft SB (input)No From AP(m) Draft PS (m) Draft SB (m) UnusedDraft PS (input)

1 -0.050 1.870 3.5-1.56 1.9403.5-1.630

2 36.050 1.700 3.5-1.75 1.7503.5-1.8

Input for "Draft PS(input)" and "Draft SB(input)" can be like this: D or M, H

D = Distance from WL to BASE, normal to BASE for given distance from AP

M = Distance from DECK to BASE, normal to BASE for given distance from AP

H = Distance from DECK to WL, normal to WL for given distance from AP

D = M - H/Cos(TrimAngle)

D, M and H can be expression like example: 2.55 | 2.55-25 | 10.25+0.45, 2.95+0.01 etc.

07.1

57.1

08.1

58.1

09.1

59.1

4- 0 4 8 21 61 02 42 82 23 63 04

Calculated line - solid line PS - dash line SB - dotted line

Corrected draft

AP FP

CALCULATED DRAFT CORRECTED DRAFT FREEBOARD

SBPSDraft at place SB PS MEANMEAN

DA at AP(m): 1.940

1.815

1.905 1.905

0.915

MEAN

0.885

1.725

1.870

1.845 1.815 0.855 1.785DM at LBP/2 (m):

1.751 1.725 1.700DF at FP(m):

To find "Calculated" DA, DM and DF, the program uses approximation function y=a + bx +cx^2

To find the approximation function the program uses the least squares method

To find "Corrected" DA, DM and DF, the program uses following formulas:

Corrected DM = (DA + 6*DM + DF)/8

Corrected DA = Corrected DM + (DA - DF)/2

Corrected DF = Corrected DM - (DA - DF)/2

HYDROSTATIC DATA FOR TRIMMED WATERLINE (ship as inclined)

DA (m) 1.905

DF 1.725(m)

0.179(m)Trim (DA-DF)

Heel angle 0.380(°)

Density of water 1.0250(t/m3)

(m3) 575.043Extreme volume displacement

Extreme displacement in tonnes (corrected) (t) 589.419

LCB (m) 17.726Longitudinal centre of buoyancy from AP

VCB (m) 0.919Vertical centre of buoyancy above BASE

TCB (m) 0.030Transverse centre of buoyancy from CL

KMT (m) 4.708Metacentrical height above BASE

TPC 3.31

Appe2(V.Sections):

The ship data used for hydrostatic calculation:

Shell addition

(t/cm)

MCT1CM 9.87

Appe1 (Boxes): 1

0(°/oo)

(t*m/cm)

2179.0(m4)IT

BMT 3.789(m)

IL 34602.6(m4)

60.174(m)BML

0

2

4

6

8

01

21

4- 0 4 8 21 61 02 42 82 23 63

A.P. F.P.

B.L.

W.L.

4. DRAUGHT READINGS

Fig.1

Please indicate the following information on the sketches:

1. Base line and longitudinal reference point used in the hydrostatic particulars

2. Location of draught marks for and aft (Fig.1)

3. Draft readings at marks

4. Freeboard readings, starboard and port side (Fig.2 or fig.3)

5. Longitudinal transverse and vertical location of other refernce points used, if any

6. Readings at other reference points, if any

NOTE:

If the ship has trim during the test, care must be taken to ensure that the readings are correct according to how "draught" is defined.

in the hydrostatic data used. (Perpendicular to the base line or perpendicular to the waterline.)

td= 0 mm

0.855

dm=

fm= fm= 0.915

1.845

hk=

dm= 1.785

0 mm

Ship with shell plating Longitudinal position of this section is at LBP/2

= Calculated draft at LBP/2 for SB and PS

= Depth moulded amidships - dmfm

dm

6. DESCRIPTION OF INCLINING WEIGHTS

Weight VerificationMassMaterial/Description

no. Date Surveyor(tonnes)

1 1.500

Placement of weights prior to first movement

6

4

2

0

2

4

6

4- 0 4 8 21 61 02 42 82 23 63 04

\AP

PS(-)

SB(+)

\FP 1

No Weight(t) From AP(input) LCG (m) VCG (m) TCG (m) | No Weight(t) From AP(input) LCG (m) VCG (m) TCG (m)

1 1.500 21.1 21.100 4.450 0.000 |

7. PENDULUMS

LocationPend. no. Length

1 2080 I kontoret SB side

Note: If a pendulum is replaced by a U-tube or similar device the transverse distance between the measuring posts is indicated as "length"

in above table. A sketch of the arrangement shall be enclosed with the report.

9. SUCCESSION OF WEIGHT MOVEMENTS

Weight No(Arm) movedMovement Direction, indicate with arrowsTotal

PS(-) C.L. SB(+)Heelingno.

1(1.920)0.1°PS 1 |0.1°PS|<--

0.2°PS|<-- 1(2.220)0.3°PS 2 <--|

|0.1°PS|<-- 1(1.900)0.4°PS 3

10. GENERAL REQUIREMENTS FOR CONDUCTION OF THE TEST:

The following items shall be checked and found in order by the person in charge of the test before this report is submitted to the surveyor

for approval:

1. The deflections shall be measured at least two (2) stations, of which at least one shall be a pendulum.

2. List before first movement shall be as small as possible. The results will not be acceptable without exact calculation of the righting

moment(s) if the sum of list and inclination exceeds 5° to one side.

3. The test will not be approved if, due to list, the ship has not been inclined beyond the upright position.

4. Maximum deflection to both sides shall be 2°-4° . For large ships (tankers, bulk carriers etc.) 1,5° may be accepted. For unconventional

designs and ships with especially large initial stability (GMT ) other values may be permitted subject to acceptance prior to the test.

5. Pendulum length and maximum heeling moment applied shall be so adjusted that maximum deflection read is not less than 150 mm.

6. For the test to be approved, at least eight (8) successful readings, including the starting point, shall be obtained and these readings

shall lie on an approximately straight line for all measuring stations.

7. The difference between actual trim and the trim in the hydrostatic data used shall not exceed 0,01*LBP.

11. MEASURED METACENTRIC HEIGHT FOR THE SHIP AS INCLINED

Displacement during the test D= (tonnes) 589.42

Pendulum # , Length L= (mm) 1 2080

(2) (3) (4) (5) (6)(1) (7) (8)

Mov. SingleTransv. Single Accum.Mass SingleAccum.Accum.nr. distance moment pendulum Tan Fi GMtpendulummoment

+/- deflection =(7)/L=sum(4) D*(6)

(4)*L

+/-(m)(m) (tm) (tm) (mm) (mm)(t)

=sum(6)=(2)*(3)deflection

2.033 1 -2.880 -2.880 -5.00 -5.00 -0.00240 1.500 -1.920

1.959 2 -3.330 -6.210 -6.00 -11.00 -0.00529 1.500 -2.220

2.011 3 -2.850 -9.060 -5.00 -16.00 -0.00769 1.500 -1.900

Use positive sign for (3) and (6) when moving weights towards SB. Negative sign when moving towards PS.

Accumulated Tan Fi shall be plotted continuously during the test, as a function of accumulated moment.

Y-moment, X-tg(fi)

01-

8-

6-

4-

2-

0

400-E0.08- 400-E0.27- 400-E0.46- 400-E0.65- 400-E0.84- 400-E0.04- 400-E0.23- 400-E0.42- 400-E0.61- 500-E0.08- 200-E0.0

Pendulum #1

\1

\2

\3

1168.11 (t*m):

Extreme displacement as inclined 589.42 (t):

GM (m): =(1168.11/589.42)=1.982

Mean rising

To calculate this line the least squares method was used.

13. CALCULATION OF LIGHT SHIP

VCG (m): TCG (m): 0.018 VCG_corr. (m):FSM-corr.(m): 0.007Ship as inclined Displac.(t): LCG (m): 2.726 589.419 17.735

Light ship table: weights to be removed

2.719

Spg. L.MomentTCode(t/m3) (t) (m4)(m) (m) (m) (tm) (tm) (tm)(m)(m3)

Vol.DWc VCGPos

TNo LCG TCG Length V.Moment T.Moment I.MomentDescription (tm)

Weight IT

1.0000 0.00 31.7 6.7 0.0 0.0 0.0 0.000 4.450 21.100 1.50TIW 1.500Total inclining weights 1 1.0000 0.00 1107.6 345.5 -234.0 0.0 0.0 -3.000 4.430 14.200 78.00ORO 78.000Big bags på dekk 3 1.0000 0.00 1.2 1.0 -0.2 0.0 0.0 -1.000 4.430 5.000 0.23MIS 0.2303 mann 4 0.8600 1.09 112.2 3.4 8.3 2.2T 2.6 2.302 0.945 31.236 3.59FO 4.17560% 99Tank no 1. 6 0.8600 1.09 105.4 3.4 8.3 2.2T 2.6 2.302 0.945 29.360 3.59FO 4.17560%100Tank no 2. 7

Sub total: Weight (t): LCG (m): VCG (m): TCG (m): 86.911 15.625 4.142 -2.505 sum(IT*Spg)(t*m): 4.39

Light ship table: weights to be added

Spg. L.MomentTCode(t/m3) (t) (m4)(m) (m) (m) (tm) (tm) (tm)(m)(m3)

Vol.DWc VCGPos

TNo LCG TCG Length V.Moment T.Moment I.MomentDescription (tm)

Weight IT

Sub total: Weight (t): LCG (m): VCG (m): TCG (m): 0.000 0.000 0.000 0.000 sum(IT*Spg)(t*m): 0.00

2.473Light ship Displac. (t): LCG (m): VCG (m): TCG (m): 502.508 18.100 0.454

DA(m): KMT(m): 5.461Heel angle(°):Trim(m): 1.531 1.573DF(m): 1.552 -0.042 9.2 to SBDM(m):

HYPET-700w, heeling report V.2.5, HYPET Data AS, www.hypet.com, [email protected]

Betonglekter Eidsfjord (Fx_ 9194)Light ship

Water sp.gravity (t/m3) Date: 5 AUG 2010Intact ship 1.0250

Condition:

0.454LCG(m): TCG(m):VCG(m):Displacement(t): 2.473 18.100 502.51Light ship:

3.35 9.99 431.80

WATERLINE(TM/CM)

-0.042


1.573 1.552 9.16

(M2)Draft at MARK:

1.531


Draft above BASE:

1.573

35044Disp.i/SHELL (T): 502.54

Vol.i/SHELL (M3): 490.28

Area (M2):

LCB (M): 18.102

18.037 BMT (M):

2264

4.618 BML (M): 71.479

IL (M4):

LCF (M):

0.843VCB (M):

TCF (M): 0.006 5.461 KML (M): 72.322KMT (M):

326.95 IT (M4):

0.717TCB (M): 1.83 2.988 69.849GML (M):GMT (M):IP (M3):

2-

0

2

4

6

8

01

21

0 4 8 21 61 02 42 82 23 63

DA= 1.531M

DF= 1.573M

DM= 1.552M

MD= 2.500M(N.S)

TR= -0.042M

Freeboard= 0.948M


Water line

Y: GZ-values (m); X:Angle (°)

4.2-

6.1-

8.0-

0.0

8.0

6.1

4.2

08- 07- 06- 05- 04- 03- 02- 01- 0 01 02 03 04 05 06 07 08

GZ-curve

9.2°SB



0.0 -0.454 0.0 -0.454 -10.0 -0.939 9.2 Equilibrium -20.0 -1.825 10.0 0.044 -28.7 -2.083*Max* 20.0 0.537 -30.0 -2.080 30.0 0.847 -40.0 -1.891 40.0 0.986 -50.0 -1.596 50.0 1.050 -60.0 -1.271 60.0 1.134 -70.0 -0.999 70.0 1.382 -80.0 -1.037 80.0 2.068

Angles(-PS°) Area(MR) ________________________________________

9.2 > -20 0.397 9.2 > -30 0.748 9.2 > -40 1.098 -30.0 >-40.0 0.350 9.2 >-28.7 0.703

Angles(+SB°) Area(MR) ________________________________________

9.2 > 20 0.053 9.2 > 30 0.176 9.2 > 40 0.338 30.0 > 40.0 0.162 9.2 > 80.0 1.217

GZ curve

Documents

LAGERFLÅTE BETONG, Bondejorde The boat content all claim from IMO standards content. Stability is calculated for 28 m/s wind. Stability is OK. 2. ... WIND: IMO RES.A.749(18)