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Ukuran Utama

Panjang kapal

77.39000 m 3.0956

12.9

79.32475 mLebar Kapal

12.9 m

Sarat Kapal

5.7 m

tinggi Kapal

7.6 m

Koefisien Bentuk

LBP =

LWL =

LWL =

B =

=

! =

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K"e#i$ien Bl"k

%b = 0.71

K"e#i$ien &i'$(ip

Serie$ 60%m = 0.9)

K"e#i$ien Waterline

Serie$ 60

%* = 0.)20

K"e#i$ien Pri$matik !"ri+"ntal

%p( = 0.720

K"e#i$ien Pri$matik ,ertikal

%p- = 0.)70

,"lme anapa Blb"$ B"*

, = L*l / B / / %b = 4112.2e$ain Blb"$

Lbp = 77.39 m 3.)695L*l = 79.32475 m

B = 12.90 m

= 5.7 m! = 7.64 m

, = 13 kn"t

%b = 0.710

%m = 0.9)0

,"lme = L*l / B / / %b = 4112.2

mi'$(ip= B / / %m = 71.5)

1.025

c = Faktor kulit = 1.004

4231.855

Ber'a$arkan bk Element of Ship Design %b eneral %arg"

Ber'a$arkan bk Ship Design And Ship Theory %m eneral %arg"

Ber'a$arkan bk Ship Design And Ship Theory %* eneral %arg"

m

3

m3

m2

= V x x c

= berat jenis air laut = ton/m3

=

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Hidrostatika kapal

LINES PLANSHEET :

REV. :

LOA = 85.606 m. = 0.710

DESIGN

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.870

"HE"#

BY

H = 7.6$0 m. = 0.861 DATE

T = 5.660 m. = % SIGN

= %

APP.

BY

BHP = % HP DATE

V = 1 #&'( SIGN

DWL Design

LWL = 79.!5 m.

BWL = 1!.900 m.

) = .870 m.

= 0.967 m.

WATER PLANE 6; ( T = 6,2 m )= 1.95

= 1.95 m.

NO. SE"T0*5 B

+S 0*5B.+S ,+ S+A- m

-1 -! --$ =

-5-6 = -7 = -8 =

-!.- -$.-5

%0.50 .!80 0.!50 0.8!0 %10.500 %8.610 8.8!! 90.$05

%0.!5 .$90 1.000 .$90 %10.!50 %5.77! $!.509 66.668

0 .710 0.750 !.78 %10.000 %!7.8!5 8.!99 !78.!50

0.5 $.1!0 !.000 8.!$0 %9.500 %78.!80 19.869 7$.660

1 $.500 1.000 $.500 %9.000 %$0.500 91.1!5 6$.500

1.5 $.870 !.000 9.7$0 %8.500 %8!.790 !1.00 70.715

! 5.180 1.500 7.770 %8.000 %6!.160 !08.$88 $97.!80

5.80 $.000 !.!0 %7.000 %16.!$0 79!.6!1 11$!.680

$ 6.!60 !.000 1!.5!0 %6.000 %75.1!0 $90.6!9 $50.7!0

5 6.510 $.000 !6.0$0 %5.000 %10.!00 110.578 651.000

6 6.$50 !.000 1!.900 %$.000 %51.600 56.67! !06.$00

7 6.$50 $.000 !5.800 %.000 %77.$00 107.$5 !!.!008 6.$50 !.000 1!.900 %!.000 %!5.800 56.67! 51.600

9 6.$50 $.000 !5.800 %1.000 %!5.800 107.$5 !5.800

10 6.$50 !.000 1!.900 0.000 0.000 56.67! 0.000

11 6.$50 $.000 !5.800 1.000 !5.800 107.$5 !5.800

1! 6.$50 !.000 1!.900 !.000 !5.800 56.67! 51.600

1 6.$50 $.000 !5.800 .000 77.$00 107.$5 !!.!00

1$ 6.550 !.000 1.100 $.000 5!.$00 56!.0! !09.600

15 6.!50 $.000 !5.000 5.000 1!5.000 976.56 6!5.000

16 5.50 !.000 11.060 6.000 66.60 8.!!5 98.160

17 $.$00 $.000 17.600 7.000 1!.!00 $0.76 86!.$00

18 !.980 1.500 $.$70 8.000 5.760 9.695 !86.080

18.5 !.180 !.000 $.60 8.500 7.060 !0.7!0 15.010

19 1.80 1.000 1.80 9.000 1!.$!0 !.6!8 111.780

19.$9 0.680 !.000 1.60 9.$90 1!.906 0.6!9 1!!.$8!

!0 0.000 0.500 0.000 10.000 0.000 0.000 0.000

!.5 %!90.991 11868.!!7 90$$.990

AWL = = 857.59

L", = = %.88 m.

IT = = 10!05.56

I/ = = $966.596

IL = = 95!5.7!0

"W = AWL -LWL . BWL = 0.88

Koreksi Water Line

= 89.097

#'234 =

= !.10

"B

"+

"W

"PL

"PV

"P,

"PA

)

)

)

-0*5B.+S 0*5B.+S.,+!

-!.- -!.-.-5!

1 = ! = = $ =

! . ) . 1 m!

) . ! 1

!.;.-1.). m$

!.;.).$ m$

I/ % -AWL . L",! m$

AWLR&

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Hidrostatika kapal

Perhitungan Raius !i"ga

! = #2$% m

T = &$66 m

'm = $%%

R = #$*& m

) = 0.$7167 m

) = 0.!58 m

+ADN+ -ARAT .RDNAT /- 0A-L KAL

1 1 = 1

10

0 4.605 0.5 2.303

0.25 5.790 2 11.580

0.448 6.210 1 6.210

0.75 6.460 2 12.920

1 6.460 1.5 9.690

1.5 6.450 4 25.800

2 6.450 2 12.900

2.5 6.450 4 25.800

3 6.450 2 12.900

3.5 6.450 4 25.800

4 6.450 2 12.900

4.5 6.450 4 25.800

5 6.450 2 12.900

5.5 6.450 4 25.800

6 6.450 1 6.450

= 229.752729715

= 72.247

=

= 72.244

Koreksi =

= -0.004 %

A10SAC

A10GD ! > T1! > ?

[(A10GD

-A10sac

!"A10GD

# $ 100%

$.500 5.000 5.500 6.000 6.500 7.0000

1

!

$

5

6

7

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Data Kapal Rancangan

Lbp = .3! m 12.8!833

" = 12.!0 m

# = 5.$$ m

% = .$4 m&b = 0.1

&m = 0.!8

&' = 0.82

&p( = 0.8

&p) = 0.2

Fb = 1.80 m

Fn = 0.24

*ispl. = 4231.8$ #on

Vol. = 4112.1!

*'t = 3!30 #on

Vs = 13 knot

L'l= !.32 m

Ber'a$arkan k"n-en$i lambng timbl LL%8 ta(n 1966(alaman 103 memberikan

peratran $ebagai berikt

"uritan %aluan

+p 1/3 +p 1/$ +p 1/$ Fp 1/3 Fp Fp

,%-- L+

ntuk "uritan apal

+p = 25 L"/3 10 = 8!4.!1 mm = 0.8!5 m

1/3 +p = 11.1 L"/3 10 = 3!.343 mm = 0.3! m

1/$ +p = 2.8 L"/3 10 = 100.230 mm = 0.100 m

ntuk %aluan apal

Fp = 50 L"/3 10 = 18!.833 mm = 1.!0 m

1/3 Fp = 22.2 L"/3 10 = !4.$8$ mm = 0.!5 m

1/$ Fp = 5.$ L"/3 10 = 200.4$13 mm = 0.200 m

+*6, "6L7+

= "#19&m/0.42!2:0.5

= 1.845

P:;:

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= 3.77 m

> iameter b"$ pr"peller

bp= 1?6 / P

= 1?6 / 4.13= 0.63 m

> &eng(itng jarak antara pr"peller 'an tinggi kem'i

18. = 0.01 / P

= 0.03) m

28. = 0.09 / P

= 0.340 m

38. = 0.17 / P

= 0.641 m

48. = 0.15 / P

= 0.566 m

58. = 0.1) / P

= 0.6792 m

68. = 0.4 / P

= 1.509 m

> Per(itngan kem'i

18. La$ 'an kem'i

= / Lbp?1008 @ 25 B ?Lbp 8 8

= ).547 m

28. inggi mak$imm 'an kem'i

( mak$ = 2?3 /

= 3.773 m

38. Lebar 'an kem'i

= ? ( mak$

= 2.265 m

48. Per(itngan jarak minimm antara pr"peller 'engan tinggi britan

ata ter(a'ap kem'ia = 0.01 / P

= 0.03) m

b = 0.09 / P

= 0.340 m

A = 0.17 / P

= 0.641 m

' = 0.15 / P

= 0.566 m

e = 0.1) / P

= 0.6792 m

# = 0.4 / P

= 1.509 m

58. kran tinggi balingbaling

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l = 50 / Lbp

= 439.)6 mm

t = 2.4 / Lbp

= 21.113 mm

b = 36 / Lbp

= 316.70 mm

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LINES PLANSHEET

REV.

LOA = 85.606 m. = 0.71

DESIGNED

BY

LWL = @RE,; m. = 0.98 DATE

LBP = @RE,; m. = 0.8! SIGN

B = @RE,; m. = 0.7!

"HE"#ED

BY

H = @RE,; m. = 0.87 DATE

T = @RE,; m. = % SIGN

@RE,; = %

APPROVED

BY

P = @RE,; HP DATE

V = @RE,; #&'( SIGN

SE"TIONS AREA "AL"LATION

-E'T.N 3,4( = 0.500 m.

-E'T.N 3,*5&( = 0.500 m.

( = 0.175 m. ( = 0.!80 m.

= 0.000(C = 0.$00 m.

= !.000(C = 0.$00 m.

(4 = @RE,; m. (4 = @RE,; m.

T 0*5 B+S 0*5B . +S

AS T 0*5 B+S 0*5B . +S

AS

- m - m - m - m

-1 -! --$ = -5 =

-1 -! --$ = -5 =

-!.- -!.-

$.650 $.650 0.5 1.6!8 $.$$0 0.000 0.56 0.000

$.8!5 1.!50 1.$0 1.750 $.7!0 1.866 !.!$ $.180

5.000 !.500 0.5 0.875 5.000 .!50 0.56 1.8!0

$.!5 1.$18 6.000 !.000

5.000 !.500 1 !.500 5.000 .!50 1 .!50

5.500 $.000 $ 16.000 5.500 $.500 $ 18.000

6.000 $.7$0 1 $.7$0 6.000 5.110 1 5.110

!7.$9 9.16$ !.60 10.787

6.000 $.7$0 1 $.7$0 6.000 5.110 1 5.110

6.500 5.100 $ !0.$00 6.500 5.5$0 $ !!.160

7.000 5.510 1 5.510 7.000 5.9$0 1 5.9$0

58.1$ 19.81 65.570 !1.857

7.000 5.510 0.8 $.$08 7.000 5.9$0 0.8 $.75!

7.$00 5.690 .! 18.!08 7.$00 6.100 .! 19.5!0

7.800 5.800 0.8 $.6$0 7.800 6.!00 0.8 $.960

85.99 !8.$66 9$.80! 1.601

7.800 5.800 @RE,; @RE,; 7.800 6.!00 @RE,; @RE,;

@RE,; 5.900 @RE,; @RE,; @RE,; 6.!50 @RE,; @RE,;

@RE,; 5.960 @RE,; @RE,; @RE,; 6.!90 @RE,; @RE,;

@RE,; @RE,; @RE,; @RE,;

"B

"+

"W

"PL

"PV

"P,

"PA

ASA" m! ASA" m!

- m! - m!

!.(.

N !.(.

N

5= 5=

6= 6=

7= 7=

8= 8=

9= 9=

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LINES PLANSHEET

REV.

LOA = 85.606 m. = 0.710

DESIGNED

BY

LWL = 79.! m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0

"HE"#ED

BY

H = 7.6$0 m. = 0.870 DATE

T = 5.660 m. = % SIGN

= %

APPROVED

BY

P = % HP DATE

V = 1 #&'( SIGN

SE"TIONS AREA "AL"LATION

-E'T.N (1 = 0.!$7 m.

-E'T.N ,&(1 = 0.!$7 m.

(! = 0.$9$ m. (! = 0.$9$ m.

= $.!71( = 0.50 m.

= 7.01$( = 0.50 m.

($ = 0.586 m. ($ = 0.586 m.

NO. WL 0*5 B+S 0*5B . +S

AS NO. WL 0*5 B+S 0*5B . +S

AS

- m - m

-1 -! --$ = -5 =

-1 -! --$ = -5 =

-!.- -!.-0.000 0.000 1 0.000 0.000 1 0.000

0.!50 0.000 $ 0.000 0.000 $ 0.000

0.500 0.000 1 0.000 1.000 0.000 1 0.000

0.000 0.000 0.000 0.000

0.500 0.000 1 0.000 1.000 0.000 1 0.000

0.750 0.000 $ 0.000 1.500 0.000 $ 0.000

1.000 0.000 1 0.000 !.000 0.000 1 0.000

0.000 0.000 0.000 0.000

1.000 0.000 1 0.000 !.00 0.000 1 0.000

1.500 0.000 $ 0.000 !.500 0.000 $ 0.000

!.000 0.000 1 0.000 .000 0.000 1 0.000

0.000 0.000 0.000 0.000

!.000 0.000 1 0.000 .000 0.000 1 0.000

!.500 0.000 $ 0.000 .500 0.000 $ 0.000

.000 0.000 1 0.000 $.000 0.000 1 0.0000.000 0.000 0.000 0.000

.000 0.000 1 0.000 0.000 1 0.000

.500 0.000 $ 0.000 0.!67 $ 1.067

$.000 0.000 1 0.000 5.000 1.910 1 1.910

0.000 0.000 !.977 0.981

$.000 0.000 1 0.000 5.000 1.910 1 1.910

$.500 0.000 $ 0.000 5.500 .07 $ 1!.!81

5.000 0.000 1 0.000 6.000 $.1!0 1 $.1!0

0.000 0.000 18.11 6.0

5.000 0.000 1 0.000 6.000 $.1!0 1 $.1!0

5.500 !.1 $ 9.!5! 6.500 $.6875 $ 18.750

6.000 .710 1 .710 7.000 5.095 1 5.0$0

1!.96! $.!71 !7.9095 6.51!

6.000 .710 1 .710 7.000 5.095 1 5.0$0

6.500 $.5$ $ 17.$18 7.500 5.519$ $ !!.078

7.000 $.716 1 $.716 8.000 5.8!85 1 5.8!9

!5.8$$ 6.00 !.9$56 1!.860

7.000 $.716 1 $.716

7.500 5.16$ $ !0.658

8.000 5.$59 1 5.$59

0.8 1!.05

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LINES PLANSHEET

REV.

LOA = 85.606 m. = 0.710

DESIGNED

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0

"HE"#ED

BY

H = 7.6$0 m. = 0.870 DATE

T = 5.660 m. = % SIGN

= %

APPROVED

BY

P = % HP DATE

V = 1 #&'( SIGN

SE"TIONS AREA "AL"LATION

-E'T.N #(1 = 0.!$7 m.

-E'T.N #,&(1 = 0.!$7 m.

(! = 0.$9$ m. (! = 0.$9$ m.

= 17.600( = 0.50 m.

= !6.58$( = 0.50 m.

($ = 0.586 m. ($ = 0.586 m.

NO. WL 0*5 B+S 0*5B . +S

AS NO. WL 0*5 B+S 0*5B . +S

AS

- m - m

-1 -! - -$ = -5 = -1 -! - -$ = -5 =-!.- -!.-

0.000 0.000 1 0.000 0.000 0.1$0 1 0.1$0

0.!50 0.!90 $ 1.160 0.!50 0.55! $ !.!09

0.500 0.$0 1 0.$0 0.500 0.8! 1 0.8!

1.590 0.!6! .181 0.5!$

0.500 0.$0 1 0.$0 0.500 0.8! 1 0.8!

0.750 0.50$ $ !.016 0.750 1.06$ $ $.!56

1.000 0.560 1 0.560 1.000 1.195 1 1.195

.006 0.$95 6.!8 1.05

1.000 0.560 1 0.560 1.000 1.195 1 1.195

1.500 0.6$0 $ !.560 1.500 1.$00 $ 5.600

!.000 0.77 1 0.77 !.000 1.570 1 1.570

.857 1.!71 8.65 !.756

!.000 0.77 1 0.77 !.000 1.570 1 1.570

!.500 0.88 $ .5! !.500 1.7$0 $ 6.960.000 0.989 1 0.989 .000 1.9$0 1 1.9$0

5.078 1.67 10.$70 .$50

.000 0.989 1 0.989 .000 1.9$0 1 1.9$0

.500 1.!!8 $ $.91! .500 !.!16 $ 8.86$

$.000 1.587 1 1.587 $.000 !.57$ 1 !.57$

7.$88 !.$67 1.78 $.$08

$.000 1.587 1 1.587 $.000 !.57$ 1 !.57$

$.500 !.098 $ 8.9! $.500 .0$0 $ 1!.160

5.000 !.810 1 !.810 5.000 .610 1 .610

1!.789 $.!1$ 18.$$ 6.0$$

5.000 !.810 1 !.810 5.000 .610 1 .610

5.500 .650 $ 1$.600 5.500 $.!0 $ 16.9!0

6.000 $.500 1 $.500 6.000 $.870 1 $.870

!1.910 7.!19 !5.$00 8.68

6.000 $.500 1 $.500 6.000 $.870 1 $.870

6.500 5.10$ $ !0.$17 6.500 5.5$ $ !!.17

7.000 5.$06 1 5.$06 7.000 5.81$ 1 5.81$

0.! 7.075 !.857 7.667

7.000 5.$06 1 5.$06 7.000 5.81$ 1 5.81$

7.500 5.89 $ !.58 7.500 6.199 $ !$.79$

8.000 6.170 1 6.170 8.000 6.$8$ 1 6.$8$

$.9$ 1.66 7.09! 1$.$78

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LINES PLANSHEET

REV.

LOA = 85.606 m. = 0.710

DESIGNED

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0

"HE"#ED

BY

H = 7.6$0 m. = 0.870 DATE

T = 5.660 m. = % SIGN

= %

APPROVED

BY

P = % HP DATE

V = 1 #&'( SIGN

SE"TIONS AREA "AL"LATION

-E'T.N 2(1 = 0.!$7 m.

-E'T.N 5(1 = 0.!$7 m.

(! = 0.$9$ m. (! = 0.$9$ m.

= 5.5( = 0.50 m.

= 5!.!18( = 0.50 m.

($ = 0.586 m. ($ = 0.586 m.

NO. WL 0*5 B+S 0*5B . +S

AS NO. WL 0*5 B+S 0*5B . +S

AS

- m - m

-1 -! --$ = -5 =

-1 -! --$ = -5 =

-!.- -!.-0.000 0.$00 1 0.$00 0.000 1.150 1 1.150

0.!50 0.96 $ .850 0.!50 1.998 $ 7.990

0.500 1.5$ 1 1.5$ 0.500 !.600 1 !.600 5.60$ 0.9! 11.7$0 1.9$

0.500 1.5$ 1 1.5$ 0.500 !.600 1 !.600

0.750 1.659 $ 6.66 0.750 .080 $ 1!.!0

1.000 1.888 1 1.888 1.000 .$0 1 .$0

9.878 1.6!7 18.50 .0!

1.000 1.888 1 1.888 1.000 .$0 1 .$0

1.500 !.!00 $ 8.800 1.500 .871 $ 15.$8$

!.000 !.$51 1 !.$51 !.000 $.190 1 $.190

1.19 $.!9 !.10$ 7.61!

!.000 !.$51 1 !.$51 !.000 $.190 1 $.190

!.500 !.651 $ 10.60$ !.500 $.$0 $ 17.7!0

.000 !.870 1 !.870 .000 $.6!0 1 $.6!015.9!5 5.!$7 !6.50 8.7$1

.000 !.870 1 !.870 .000 $.6!0 1 $.6!0

.500 .1!8 $ 1!.51! .500 $.805 $ 19.!18

$.000 .$5! 1 .$5! $.000 5.010 1 5.010

18.8$ 6.!05 !8.8$8 9.50$

$.000 .$5! 1 .$5! $.000 5.010 1 5.010

$.500 .850 $ 15.$00 $.500 5.!10 $ !0.8$0

5.000 $.00 1 $.00 5.000 5.$10 1 5.$10

!.15! 7.6!8 1.!60 10.!99

5.000 $.00 1 $.00 5.000 5.$10 1 5.$10

5.500 $.758 $ 19.0! 5.500 5.616 $ !!.$6$

6.000 5.180 1 5.180 6.000 5.80 1 5.80

!8.51! 9.9$ .70$ 11.10$

6.000 5.180 1 5.180 6.000 5.80 1 5.80

6.500 5.917 $ !.666 6.500 6.5$1 $ !6.16$

7.000 6.15$ 1 6.15$ 7.000 6.67! 1 6.67!

5.000 8.167 8.666 9.0!!

7.000 6.15$ 1 6.15$ 7.000 6.67! 1 6.67!

7.500 6.507 $ !6.0!9 7.500 6.889 $ !7.555

8.000 6.761 1 6.761 8.000 7.069 1 7.069

8.9$$ 15.!01 $1.!96 16.119

R&

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LINES PLANSHEET

REV.

LOA = 85.606 m. = 0.710

DESIGNED

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0

"HE"#ED

BY

H = 7.6$0 m. = 0.870 DATE

T = 5.660 m. = % SIGN

= %

APPROVED

BY

P = % HP DATE

V = 1 #&'( SIGN

SE"TIONS AREA "AL"LATION

-E'T.N *(1 = 0.!$7 m.

-E'T.N &(1 = 0.!$7 m.

(! = 0.$9$ m. ( = 0.$9$ m.

= 6$.599( = 0.50 m.

= 7!.$!1($ = 0.50 m.

($ = 0.586 m. (4 = 0.586 m.

NO. WL 0*5 B+S 0*5B . +S

AS NO. WL 0*5 B+S 0*5B . +S

AS

- m - m

-1 -! --$ = -5 =

-1 -! --$ = -5 =

-!.- -!.-0.000 !.10 1 !.10 0.000 .6$0 1 .6$0

0.!50 .$5! $ 1.807 0.!50 $.6$0 $ 18.560

0.500 $.050 1 $.050 0.500 5.!70 1 5.!70

!0.167 .!! !7.$70 $.5!5

0.500 $.050 1 $.050 0.500 5.!70 1 5.!70

0.750 $.$80 $ 17.9!0 0.750 5.650 $ !!.600

1.000 $.800 1 $.800 1.000 5.86 1 5.86

!6.770 $.$10 .7 5.557

1.000 $.800 1 $.800 1.000 5.86 1 5.86

1.500 5.187 $ !0.7$8 1.500 6.061 $ !$.!$$

!.000 5.$$8 1 5.$$8 !.000 6.190 1 6.190

0.996 10.!1! 6.!97 11.959

!.000 5.$$8 1 5.$$8 !.000 6.190 1 6.190

!.500 5.610 $ !!.$$0 !.500 6.!60 $ !5.0$0

.000 5.70 1 5.70 .000 6.10 1 6.10.618 11.076 7.5$0 1!.68

.000 5.70 1 5.70 .000 6.10 1 6.10

.500 5.80 $ !.!0 .500 6.50 $ !5.$00

$.000 5.9!0 1 5.9!0 $.000 6.80 1 6.80

$.970 11.5!1 8.090 1!.5$9

$.000 5.9!0 1 5.9!0 $.000 6.80 1 6.80

$.500 6.000 $ !$.000 $.500 6.$08 $ !5.6!

5.000 6.080 1 6.080 5.000 6.$$1 1 6.$$1

6.000 11.861 8.$5 1!.669

5.000 6.080 1 6.080 5.000 6.$$1 1 6.$$1

5.500 6.170 $ !$.680 5.500 6.$70 $ !5.880

6.000 6.!60 1 6.!60 6.000 6.510 1 6.510

7.0!0 1!.197 8.81 1!.79$

6.000 6.!60 1 6.!60 6.000 6.510 1 6.510

6.500 7.066 $ !8.!6! 6.500 7.!81 $ !9.1!5

7.000 7.1! 1 7.1! 7.000 7.!7$ 1 7.!7$

$1.6$5 9.717 $!.909 10.01!

7.000 7.1! 1 7.1! 7.000 7.!7$ 1 7.!7$

7.500 7.!0! $ !8.806 7.500 7.!86 $ !9.1$$

8.000 7.!$6 1 7.!$6 8.000 7.!91 1 7.!91

$.175 16.85 $.710 17.061

A R&

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LINES PLANSHEET

REV.

LOA = 85.606 m. = 0.710

DESIGNED

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0

"HE"#ED

BY

H = 7.6$0 m. = 0.870 DATE

T = 5.660 m. = % SIGN

= %

APPROVED

BY

P = % HP DATE

V = 1 #&'( SIGN

-E'T.N- AREA 'AL'LAT.N

-E'T.N 6(1 = 0.!$7 m.

-E'T.N 4(1 = 0.!$7 m.

(! = 0.$9$ m. (! = 0.$9$ m.

= 75.657( = 0.50 m.

= 75.696( = 0.50 m.

($ = 0.586 m. ($ = 0.586 m.

NO. WL 0*5 B+S 0*5B . +S

AS NO. WL 0*5 B+S 0*5B . +S

AS

- m - m

-1 -! --$ = -5 =

-1 -! --$ = -5 =

-!.- -!.-0.000 $.60 1 $.60 0.000 $.605 1 $.605

0.!50 5.5!! $ !!.087 0.!50 5.790 $ !.160

0.500 5.96! 1 5.96! 0.500 6.!10 1 6.!10

!.679 5.8 .975 5.597

0.500 5.96! 1 5.96! 0.500 6.!10 1 6.!10

0.750 6.19$ $ !$.776 0.750 6.$60 $ !5.8$0

1.000 6.!0 1 6.!0 1.000 6.$60 1 6.$60

7.058 6.105 8.510 6.$$

1.000 6.!0 1 6.!0 1.000 6.$60 1 6.$60

1.500 6.$!7 $ !5.708 1.500 6.$50 $ !5.800

!.000 6.$70 1 6.$70 !.000 6.$50 1 6.$50

8.$98 1!.68$ 8.710 1!.75$

!.000 6.$70 1 6.$70 !.000 6.$50 1 6.$50

!.500 6.$80 $ !5.9!0 !.500 6.$50 $ !5.800

.000 6.$90 1 6.$90 .000 6.$50 1 6.$508.880 1!.810 8.700 1!.750

.000 6.$90 1 6.$90 .000 6.$50 1 6.$50

.500 6.500 $ !6.000 .500 6.$50 $ !5.800

$.000 6.5!0 1 6.5!0 $.000 6.$50 1 6.$50

9.010 1!.85! 8.700 1!.750

$.000 6.5!0 1 6.5!0 $.000 6.$50 1 6.$50

$.500 6.5 $ !6.11 $.500 6.$50 $ !5.800

5.000 6.59 1 6.59 5.000 6.$50 1 6.$50

9.189 1!.91! 8.700 1!.750

5.000 6.59 1 6.59 5.000 6.$50 1 6.$50

5.500 6.550 $ !6.!01 5.500 6.$50 $ !5.800

6.000 6.$50 1 6.$50 6.000 6.$50 1 6.$50

9.190 1!.91! 8.700 1!.750

6.000 6.$50 1 6.$50 6.000 6.$50 1 6.$50

6.500 7.00 $ !9.!00 6.500 7.00 $ !9.!00

7.000 7.00 1 7.00 7.000 7.00 1 7.00

$!.950 10.0!! $!.950 10.0!!

7.000 7.00 1 7.00 7.000 7.00 1 7.00

7.500 7.00 $ !9.!00 7.500 7.00 $ !9.!00

8.000 7.00 1 7.00 8.000 7.00 1 7.00

$.800 17.097 $.800 17.097

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LINES PLANSHEET

REV.

LOA = 85.606 m. = 0.710

DESIGNED

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0

"HE"#ED

BY

H = 7.6$0 m. = 0.870 DATE

T = 5.660 m. = % SIGN

= %

APPROVED

BY

P = % HP DATE

V = 1 #&'( SIGN

SE"TIONS AREA "AL"LATION

-E'T.N (1 = 0.!$7 m.

-E'T.N %(1 = 0.!$7 m.

(! = 0.$9$ m. (! = 0.$9$ m.

= 75.696( = 0.50 m.

= 75.696( = 0.50 m.

($ = 0.586 m. ($ = 0.586 m.

NO. WL 0*5 B+S 0*5B . +S

AS NO. WL 0*5 B+S 0*5B . +S

AS

- m - m

-1 -! --$ = -5 =

-1 -! --$ = -5 =

-!.- -!.-0.000 $.605 1 $.605 0.000 $.605 1 $.605

0.!50 5.790 $ !.160 0.!50 5.790 $ !.160

0.500 6.!10 1 6.!10 0.500 6.!10 1 6.!10

.975 5.597 6.75 .975 5.597

0.500 6.!10 1 6.!10 0.500 6.!10 1 6.!10

0.750 6.$60 $ !5.8$0 0.750 6.$60 $ !5.8$0

1.000 6.$60 1 6.$60 1.000 6.$60 1 6.$60

8.510 6.$$ 8.510 6.$$

1.000 6.$60 1 6.$60 1.000 6.$60 1 6.$60

1.500 6.$50 $ !5.800 1.500 6.$50 $ !5.800

!.000 6.$50 1 6.$50 !.000 6.$50 1 6.$50

8.710 1!.75$ 8.710 1!.75$

!.000 6.$50 1 6.$50 !.000 6.$50 1 6.$50

!.500 6.$50 $ !5.800 !.500 6.$50 $ !5.800

.000 6.$50 1 6.$50 .000 6.$50 1 6.$508.700 1!.750 8.700 1!.750

.000 6.$50 1 6.$50 .000 6.$50 1 6.$50

.500 6.$50 $ !5.800 .500 6.$50 $ !5.800

$.000 6.$50 1 6.$50 $.000 6.$50 1 6.$50

8.700 1!.750 8.700 1!.750

$.000 6.$50 1 6.$50 $.000 6.$50 1 6.$50

$.500 6.$50 $ !5.800 $.500 6.$50 $ !5.800

5.000 6.$50 1 6.$50 5.000 6.$50 1 6.$50

8.700 1!.750 8.700 1!.750

5.000 6.$50 1 6.$50 5.000 6.$50 1 6.$50

5.500 6.$50 $ !5.800 5.500 6.$50 $ !5.800

6.000 6.$50 1 6.$50 6.000 6.$50 1 6.$50

8.700 1!.750 8.700 1!.750

6.000 6.$50 1 6.$50 6.000 6.$50 1 6.$50

6.500 7.00 $ !9.!00 6.500 7.00 $ !9.!00

7.000 7.00 1 7.00 7.000 7.00 1 7.00

$!.950 10.0!! $!.950 10.0!!

7.000 7.00 1 7.00 7.000 7.00 1 7.00

7.500 7.00 $ !9.!00 7.500 7.00 $ !9.!00

8.000 7.00 1 7.00 8.000 7.00 1 7.00

$.800 17.097 $.800 17.097

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LINES PLANSHEET

REV.

LOA = 85.606 m. = 0.710

DESIGNED

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0

"HE"#ED

BY

H = 7.6$0 m. = 0.870 DATE

T = 5.660 m. = % SIGN

= %

APPROVED

BY

P = % HP DATE

V = 1 #&'( SIGN

-E'T.N- AREA 'AL'LAT.N

-E'T.N #(1 = 0.!$7 m.

-E'T.N ##(1 = 0.!$7 m.

(! = 0.$9$ m. (! = 0.$9$ m.

= 75.696( = 0.50 m.

= 75.696( = 0.50 m.

($ = 0.586 m. ($ = 0.586 m.

NO. WL 0*5 B

+S 0*5B . +S

AS NO. WL 0*5 B

+S 0*5B . +S

AS

- m - m

-1 -! --$ = -5 =

-1 -! --$ = -5 =

-!.- -!.-

0.000 $.605 1 $.605 0.000 $.605 1 $.605

0.!50 5.790 $ !.160 0.!50 5.790 $ !.160

0.500 6.!10 1 6.!10 0.500 6.!10 1 6.!10

.975 5.597 .975 5.597

0.500 6.!10 1 6.!10 0.500 6.!10 1 6.!10

0.750 6.$60 $ !5.8$0 0.750 6.$60 $ !5.8$0

1.000 6.$60 1 6.$60 1.000 6.$60 1 6.$60

8.510 6.$$ 8.510 6.$$

1.000 6.$60 1 6.$60 1.000 6.$60 1 6.$60

1.500 6.$50 $ !5.800 1.500 6.$50 $ !5.800

!.000 6.$50 1 6.$50 !.000 6.$50 1 6.$50

8.710 1!.75$ 8.710 1!.75$

!.000 6.$50 1 6.$50 !.000 6.$50 1 6.$50

!.500 6.$50 $ !5.800 !.500 6.$50 $ !5.800

.000 6.$50 1 6.$50 .000 6.$50 1 6.$50

8.700 1!.750 8.700 1!.750

.000 6.$50 1 6.$50 .000 6.$50 1 6.$50

.500 6.$50 $ !5.800 .500 6.$50 $ !5.800

$.000 6.$50 1 6.$50 $.000 6.$50 1 6.$50

8.700 1!.750 8.700 1!.750

$.000 6.$50 1 6.$50 $.000 6.$50 1 6.$50

$.500 6.$50 $ !5.800 $.500 6.$50 $ !5.800

5.000 6.$50 1 6.$50 5.000 6.$50 1 6.$50

8.700 1!.750 8.700 1!.7505.000 6.$50 1 6.$50 5.000 6.$50 1 6.$50

5.500 6.$50 $ !5.800 5.500 6.$50 $ !5.800

6.000 6.$50 1 6.$50 6.000 6.$50 1 6.$50

8.700 1!.750 8.700 1!.750

6.000 6.$50 1 6.$50 6.000 6.$50 1 6.$50

6.500 7.00 $ !9.!00 6.500 7.00 $ !9.!00

7.000 7.00 1 7.00 7.000 7.00 1 7.00

$!.950 10.0!! 81.650 19.05!

7.000 7.00 1 7.00 7.000 7.00 1 7.00

7.500 7.00 $ !9.!00 7.500 7.00 $ !9.!00

8.000 7.00 1 7.00 8.000 7.00 1 7.00

$.800 17.097 1!5.$50 $8.967

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LINES PLANSHEET

REV.

LOA = 85.606 m. = 0.710

DESIGNED

BY

LWL = 79.!5 m. = 0.980 DATELBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0

"HE"#ED

BY

H = 7.6$0 m. = 0.870 DATE

T = 5.660 m. = % SIGN

= %

APPROVED

BY

P = % HP DATE

V = 1 #&'( SIGN

-E'T.N- AREA 'AL'LAT.N

-E'T.N #2(1 = 0.!$7 m.

-E'T.N #5(1 = 0.!$7 m.

(! = 0.$9$ m. (! = 0.$9$ m.

= 75.696( = 0.50 m.

= 75.696( = 0.50 m.

($ = 0.586 m. ($ = 0.586 m.

NO. WL 0*5 B+S 0*5B . +S

AS NO. WL 0*5 B+S 0*5B . +S

AS

- m - m

-1 -! --$ = -5 =

-1 -! --$ = -5 =

-!.- -!.-

0.000 $.605 1 $.605 0.000 $.605 1 $.605

0.!50 5.790 $ !.160 0.!50 5.790 $ !.160

0.500 6.!10 1 6.!10 0.500 6.!10 1 6.!10

.975 5.597 .975 5.597

0.500 6.!10 1 6.!10 0.500 6.!10 1 6.!10

0.750 6.$60 $ !5.8$0 0.750 6.$60 $ !5.8$0

1.000 6.$60 1 6.$60 1.000 6.$60 1 6.$60

8.510 6.$$ 8.510 6.$$

1.000 6.$60 1 6.$60 1.000 6.$60 1 6.$60

1.500 6.$50 $ !5.800 1.500 6.$50 $ !5.800

!.000 6.$50 1 6.$50 !.000 6.$50 1 6.$50

8.710 1!.75$ 8.710 1!.75$

!.000 6.$50 1 6.$50 !.000 6.$50 1 6.$50

!.500 6.$50 $ !5.800 !.500 6.$50 $ !5.800

.000 6.$50 1 6.$50 .000 6.$50 1 6.$50

8.700 1!.750 8.700 1!.750

.000 6.$50 1 6.$50 .000 6.$50 1 6.$50

.500 6.$50 $ !5.800 .500 6.$50 $ !5.800

$.000 6.$50 1 6.$50 $.000 6.$50 1 6.$50

8.700 1!.750 8.700 1!.750

$.000 6.$50 1 6.$50 $.000 6.$50 1 6.$50

$.500 6.$50 $ !5.800 $.500 6.$50 $ !5.800

5.000 6.$50 1 6.$50 5.000 6.$50 1 6.$508.700 1!.750 8.700 1!.750

5.000 6.$50 1 6.$50 5.000 6.$50 1 6.$50

5.500 6.$50 $ !5.800 5.500 6.$50 $ !5.800

6.000 6.$50 1 6.$50 6.000 6.$50 1 6.$50

8.700 1!.750 8.700 1!.750

6.000 6.$50 1 6.$50 6.000 6.$50 1 6.$50

6.500 7.00 $ !9.!00 6.500 7.00 $ !9.!00

7.000 7.00 1 7.00 7.000 7.00 1 7.00

$!.950 10.0!! $!.950 10.0!!

7.000 7.00 1 7.00 7.000 7.00 1 7.00

7.500 7.00 $ !9.!00 7.500 7.00 $ !9.!00

8.000 7.00 1 7.00 8.000 7.00 1 7.00

$.800 17.097 $.800 17.097

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LINES PLANSHEET

REV.

LOA = 85.606 m. = 0.710

DESIGNED

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGNB = 1!.900 m. = 0.7!0

"HE"#ED

BY

H = 7.6$0 m. = 0.870 DATE

T = 5.660 m. = % SIGN

= %

APPROVED

BY

P = % HP DATE

V = 1 #&'( SIGN

-E'T.N- AREA 'AL'LAT.N

-E'T.N #*(1 = 0.!$7 m.

-E'T.N #&(1 = 0.!$7 m.

(! = 0.$9$ m. (! = 0.$9$ m.

= 7$.09( = 0.50 m.

= 66.58$( = 0.50 m.

($ = 0.586 m. ($ = 0.586 m.

NO. WL 0*5 B +S 0*5B . +S AS NO. WL 0*5 B +S 0*5B . +S AS- m - m

-1 -! --$ = -5 =

-1 -! --$ = -5 =

-!.- -!.-

0.000 .876 1 .876 0.000 !.$95 1 !.$95

0.!50 5.100 $ !0.$00 0.!50 .796 $ 15.18$

0.500 5.588 1 5.588 0.500 $.$79 1 $.$79

!9.86$ $.9!0 !!.158 .650

0.500 5.588 1 5.588 0.500 $.$79 1 $.$79

0.750 5.897 $ !.588 0.750 $.9!0 $ 19.680

1.000 6.06$ 1 6.06$ 1.000 5.!00 1 5.!00

5.!$0 5.805 !9.59 $.86

1.000 6.06$ 1 6.06$ 1.000 5.!00 1 5.!00

1.500 6.!! $ !$.9!8 1.500 5.5!0 $ !!.080

!.000 6.15 1 6.15 !.000 5.680 1 5.680

7.07 1!.!91 !.960 10.859

!.000 6.15 1 6.15 !.000 5.680 1 5.680

!.500 6.7 $ !5.$9! !.500 5.768 $ !.07!

.000 6.$09 1 6.$09 .000 5.89 1 5.89

8.!16 1!.591 $.591 11.97

.000 6.$09 1 6.$09 .000 5.89 1 5.89

.500 6.$7 $ !5.7$9 .500 5.910 $ !.68

$.000 6.$6! 1 6.$6! $.000 5.978 1 5.978

8.6!1 1!.7!$ 5.$55 11.681

$.000 6.$6! 1 6.$6! $.000 5.978 1 5.978

$.500 6.$85 $ !5.9$0 $.500 6.0$ $ !$.171

5.000 6.$98 1 6.$98 5.000 6.108 1 6.108

8.901 1!.816 6.!57 11.9$55.000 6.$98 1 6.$98 5.000 6.108 1 6.108

5.500 6.5!0 $ !6.081 5.500 6.179 $ !$.717

6.000 6.550 1 6.550 6.000 6.!50 1 6.!50

9.1!9 1!.89! 7.075 1!.!15

6.000 6.550 1 6.550 6.000 6.!50 1 6.!50

6.500 7.!!9 $ !8.91$ 6.500 6.90 $ !7.719

7.000 7.!8 1 7.!8 7.000 6.9$7 1 6.9$7

$!.70 9.96$ $0.916 9.5$7

7.000 7.!8 1 7.!8 7.000 6.9$7 1 6.9$7

7.500 7.!5$ $ !9.016 7.500 6.988 $ !7.951

8.000 7.!60 1 7.!60 8.000 7.01 1 7.01

$.515 16.985 $1.911 16.59

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LINES PLANSHEET

REV.

LOA = 85.606 m. = 0.710

DESIGNED

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0"HE"#ED

BYH = 7.6$0 m. = 0.870 DATE

T = 5.660 m. = % SIGN

= %

APPROVED

BY

P = % HP DATE

V = 1 #&'( SIGN

-E'T.N- AREA 'AL'LAT.N

-E'T.N #6(1 = 0.!$7 m.

-E'T.N #4(1 = 0.!$7 m.

(! = 0.$9$ m. (! = 0.$9$ m.

= 55.$56( = 0.50 m.

= $1.57!( = 0.50 m.

($ = 0.586 m. ($ = 0.586 m.

NO. WL 0*5 B+S 0*5B . +S

AS NO. WL 0*5 B+S 0*5B . +S

AS

- m - m -1 -! -

-$ = -5 =-1 -! -

-$ = -5 =

-!.- -!.-

0.000 1.77 1 1.77 0.000 0.6! 1 0.6!

0.!50 !.$ $ 9.71 0.!50 1.$$0 $ 5.760

0.500 .160 1 .160 0.500 !.050 1 !.050

1$.!68 !.50 8.$$! 1.91

0.500 .160 1 .160 0.500 !.050 1 !.050

0.750 .7!1 $ 1$.88$ 0.750 !.$60 $ 9.8$0

1.000 $.11 1 $.11 1.000 !.8$0 1 !.8$0

!!.157 .650 1$.70 !.$!7

1.000 $.11 1 $.11 1.000 !.8$0 1 !.8$0

1.500 $.5!0 $ 18.080 1.500 .!7$ $ 1.096

!.000 $.7$7 1 $.7$7 !.000 .517 1 .517

!6.9$0 8.876 19.$5 6.$09

!.000 $.7$7 1 $.7$7 !.000 .517 1 .517

!.500 $.861 $ 19.$$$ !.500 .659 $ 1$.66

.000 $.95 1 $.95 .000 .776 1 .776

!9.1$$ 9.60! !1.9!9 7.!!5

.000 $.95 1 $.95 .000 .776 1 .776

.500 5.0$5 $ !0.180 .500 .869 $ 15.$76

$.000 5.1!9 1 5.1!9 $.000 .956 1 .956

0.!6! 9.970 !.!08 7.6$6

$.000 5.1!9 1 5.1!9 $.000 .956 1 .956

$.500 5.!16 $ !0.86$ $.500 $.055 $ 16.!!0

5.000 5.08 1 5.08 5.000 $.160 1 $.160

1.01 10.1 !$.6 8.018

5.000 5.08 1 5.08 5.000 $.160 1 $.1605.500 5.$06 $ !1.6!$ 5.500 $.!77 $ 17.108

6.000 5.50 1 5.50 6.000 $.$00 1 $.$00

!.$6! 10.695 !5.668 8.$57

6.000 5.50 1 5.50 6.000 $.$00 1 $.$00

6.500 6.065 $ !$.!60 6.500 $.67$ $ 18.698

7.000 6.098 1 6.098 7.000 $.719 1 $.719

5.888 11.8!$ !7.816 6.$90

7.000 6.098 1 6.098 7.000 $.719 1 $.719

7.500 6.157 $ !$.6!9 7.500 $.806 $ 19.!!5

8.000 6.!1! 1 6.!1! 8.000 $.900 1 $.900

6.99 6.085 !8.8$$ 11.!59

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LINES PLANSHEET

REV.

LOA = 85.606 m. = 0.710

DESIGNED

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0"HE"#ED

BYH = 7.6$0 m. = 0.870 DATE

T = 5.660 m. = % SIGN

= %

APPROVED

BY

P = % HP DATE

V = 1 #&'( SIGN

-E'T.N- AREA 'AL'LAT.N

-E'T.N #(1 = 0.!$7 m.

-E'T.N #,&(1 = 0.!$7 m.

(! = 0.$9$ m. (! = 0.$9$ m.

= !6.111( = 0.50 m.

= 17.89( = 0.50 m.

($ = 0.586 m. ($ = 0.586 m.

NO. WL 0*5 B+S 0*5B . +S

AS NO. WL 0*5 B+S 0*5B . +S

AS

- m - m -1 -! -

-$ = -5 =-1 -! -

-$ = -5 =

-!.- -!.-

0.000 0.195 1 0.195 0.000 0.07$ 1 0.07$

0.!50 0.70 $ !.9!0 0.!50 0.$$5 $ 1.781

0.500 1.157 1 1.157 0.500 0.70 1 0.70

$.!7! 0.70$ !.585 0.$!6

0.500 1.157 1 1.157 0.500 0.70 1 0.70

0.750 1.$ $ 5.7! 0.750 0.891 $ .56$

1.000 1.66$ 1 1.66$ 1.000 1.0$8 1 1.0$8

8.55 1.$09 5.$! 0.880

1.000 1.66$ 1 1.66$ 1.000 1.0$8 1 1.0$8

1.500 1.9$0 $ 7.760 1.500 1.!6$ $ 5.055

!.000 !.10$ 1 !.10$ !.000 1.96 1 1.96

11.5!8 .798 7.$99 !.$71

!.000 !.10$ 1 !.10$ !.000 1.96 1 1.96

!.500 !.!5$ $ 9.016 !.500 1.50$ $ 6.01$

.000 !.66 1 !.66 .000 1.598 1 1.598

1.$86 $.$$ 9.007 !.968

.000 !.66 1 !.66 .000 1.598 1 1.598

.500 !.$70 $ 9.880 .500 1.69! $ 6.766

$.000 !.560 1 !.560 $.000 1.779 1 1.779

1$.806 $.878 10.1$! .$1

$.000 !.560 1 !.560 $.000 1.779 1 1.779

$.500 !.6$9 $ 10.596 $.500 1.879 $ 7.51$

5.000 !.7$6 1 !.7$6 5.000 1.97$ 1 1.97$

15.90! 5.!9 11.!67 .71!

5.000 !.7$6 1 !.7$6 5.000 1.97$ 1 1.97$5.500 !.8$8 $ 11.9! 5.500 !.069 $ 8.!76

6.000 !.980 1 !.980 6.000 !.180 1 !.180

17.118 5.6$0 1!.$0 $.095

6.000 !.980 1 !.980 6.000 !.180 1 !.180

6.500 .10$ $ 1!.$15 6.500 !.01 $ 9.!05

7.000 .177 1 .177 7.000 !.68 1 !.68

18.57 $.$ 1.75! .!09

7.000 .177 1 .177 7.000 !.68 1 !.68

7.500 .$5 $ 1.78 7.500 !.5!! $ 10.087

8.000 .519 1 .519 8.000 !.69! 1 !.69!

!0.07$ 7.86 15.1$7 5.91!

R&

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LINES PLANSHEET

REV.

LOA = 85.606 m. = 0.710

DESIGNED

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0

"HE"#ED

BY

H = 7.6$0 m. = 0.870 DATE

T = 5.660 m. = % SIGN

= %

APPROVED

BY

P = % HP DATE

V = 1 #&'( SIGN

-E'T.N- AREA 'AL'LAT.N

-E'T.N #%(1 = 0.!$7 m.

-E'T.N #%,&(1 = 0.$9$ m.

(! = 0.$9$ m. (! = 0.$9$ m.

= 9.61( = 0.50 m.

= .165( = 0.50 m.

($ = 0.586 m. ($ = 0.586 m.

NO. WL 0*5 B+S 0*5B . +S

AS NO. WL 0*5 B+S 0*5B . +S

AS

- m - m

-1 -! --$ = -5 =

-1 -! --$ = -5 =

-!.- -!.-0.000 0.000 1 0.000

0.!50 0.!00 $ 0.800

0.500 0.!8 1 0.!8

1.1!8 0.186

0.500 0.!8 1 0.!8

0.750 0.$1$ $ 1.656

1.000 0.$8$ 1 0.$8$

!.$68 0.$07

1.000 0.$8$ 1 0.$8$ 0.000 1 0.000

1.500 0.585 $ !.$0 0.117 $ 0.$70

!.000 0.671 1 0.671 !.000 0.17$ 1 0.17$

.$95 1.151 0.6$$ 0.!1!

!.000 0.671 1 0.671 !.000 0.17$ 1 0.17$

!.500 0.751 $ .00$ !.500 0.!17 $ 0.868

.000 0.8$ 1 0.8$ .000 0.!59 1 0.!59$.509 1.$86 1.01 0.$!9

.000 0.8$ 1 0.8$ .000 0.!59 1 0.!59

.500 0.899 $ .596 .500 0.00 $ 1.!00

$.000 0.98! 1 0.98! $.000 0.50 1 0.50

5.$1! 1.78 1.809 0.596

$.000 0.98! 1 0.98! $.000 0.50 1 0.50

$.500 1.065 $ $.!60 $.500 0.$07 $ 1.6!8

5.000 1.168 1 1.168 5.000 0.$71 1 0.$71

6.$10 !.11! !.$$9 0.807

5.000 1.168 1 1.168 5.000 0.$71 1 0.$71

5.500 1.!65 $ 5.060 5.500 0.56 $ !.!5!

6.000 1.80 1 1.80 6.000 0.680 1 0.680

7.608 !.507 .$0 1.1!1

6.000 1.80 1 1.80 6.000 0.680 1 0.680

6.500 1.51 $ 6.05$ 6.500 0.7$ $ !.97

7.000 1.590 1 1.590 7.000 0.797 1 0.797

9.0!$ !.106 $.$1$ 1.00

7.000 1.590 1 1.590 7.000 0.797 1 0.797

7.500 1.79 $ 6.955 7.500 0.9$7 $ .788

8.000 1.88! 1 1.88! 8.000 1.1!6 1 1.1!6

10.$!8 $.070 5.710 !.!!9

R&

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LINES PLANSHEET

REV.

LOA = 85.606 m. = 0.710

DESIGNED

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0

"HE"#ED

BY

H = 7.6$0 m. = 0.870 DATET = 5.660 m. = % SIGN

= %

APPROVED

BY

P = % HP DATE

V = 1 #&'( SIGN

-E'T.N- AREA 'AL'LAT.N

-E'T.N 2(1 = 0.!$7 m.

(! = 0.$9$ m.

= 0.000( = 0.50 m.

($ = 0.586 m.

NO. WL 0*5 B+S 0*5B . +S

AS

- m

-1 -! --$ = -5 =

-!.-

5.000 0.000 1 0.000

5.500 0.000 $ 0.0006.000 0.000 1 0.000

0.000 0.000

6.000 0.000 1 0.000

6.500 0.089 $ 0.5$

7.000 0.17 1 0.17

0.5!7 0.087

7.000 0.17 1.$ 0.!$5

7.500 0.0 5.7 1.869

8.000 0.$98 1.$ 0.706

!.8!0 0.$6$

A R&

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LINES PLANSHEET :

REV. :

LOA = 85.61 m. = 0.71

DESIGN

BY

LWL = 79.! m. = 0.98 DATE

LBP = 77.9 m. = 0.8! SIGNB = 1!.90 m. = 0.7!

"HE"#

BY

H = 7.6$ m. = 0.87 DATE

T = 5.66 m. = % SIGN

= %

APP.

BY

BHP = % HP DATE

V = 1 #&'( SIGN

A+ =

= 71.55$

) = .870 m.

= 0.967 m.

= 1.95 m.

= % m.RA A

+S A.+S ,+ S+A-

-1 -!- =

-$-5 =

-6-7 =

-!100.A+ -.-$ -5.-6

%0.50 0.0 0.000 0.!50 0.000 %10.500 0.000

%0.!5 !.8 !.000 1.000 !.000 %10.!50 %!0.500

0 6.0 $.!71 0.750 .!0 %10.000 %!.0!9

0.5 9.8 7.01$ !.000 1$.0!7 %9.500 %1.!58

1 !$.6 17.600 1.000 17.600 %9.000 %158.$01

1.5 7.! !6.58$ !.000 5.168 %8.500 %$51.90

! $9.$ 5.5 1.500 5.0!9 %8.000 %$!$.!$

7.0 5!.!18 $.000 !08.870 %7.000 %1$6!.090$ 90. 6$.599 !.000 1!9.199 %6.000 %775.19!

5 101.! 7!.$!1 $.000 !89.68$ %5.000 %1$$8.$18

6 105.7 75.66 !.000 151.1$ %$.000 %605.!57

7 105.8 75.70 $.000 0!.78 %.000 %908.50

8 105.8 75.70 !.000 151.9! %!.000 %0!.78

9 105.8 75.70 $.000 0!.78 %1.000 %0!.78

10 105.8 75.70 !.000 151.9! 0.000 0.000

11 105.8 75.70 $.000 0!.78 1.000 0!.78

1! 105.8 75.70 !.000 151.9! !.000 0!.78

1 105.8 75.70 $.000 0!.78 .000 908.50

1$ 10.5 7$.09 !.000 1$8.078 $.000 59!.1

15 9.1 66.58$ $.000 !66.5 5.000 11.67716 77.5 55.$56 !.000 110.91 6.000 665.$75

17 58.1 $1.57! $.000 166.!88 7.000 116$.019

18 6.5 !6.111 1.500 9.167 8.000 1.

18.5 !5.0 17.89 !.000 5.786 8.500 0$.177

19 1.5 9.61 1.000 9.61 9.000 86.679

19.5 $.$ .165 !.000 6.0 9.500 60.11

!0 0.0 0.000 1.000 0.000 10.000 0.000

69.90 %99.50$

= LWL . B. T. "B = $11!.190

V! = = $$6.6$8

VC = F-V! % V1 V1.100 = 5.7015

L"B = = %1.1$1 m. = %1.$7$ LBP O3;

"B

"+

"W"PL

"PV

"P,

"PA

-E'T.N- AREA, 1.L7E AND L.N+TDNAL'ENTRE ./ !.8AN'8

B . T . "+

m!

)

)

)

NO.SE"T - m!

1 = ! =

V1 m

1 . ) . 1 m

0*05 O3 ;

) . ! 1

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5.18

%0.9118 5.6!

6.$

7

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!6.66 0

0.!50.5

0.75

1 1.0

1!.9 1.5

! !.066667

!.5

.5

$

$.5

5

5.56 6.!

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LINES PLANSHEET :

REV. :

LOA = 85.606 m. = 0.710

DESIGN

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0

"HE"#

BY

H = 7.6$0 m. = 0.870 DATE

TJ) = 5.660 m. = % SIGN

= %

APP.

BY

BHP = APP. HP DATE

V = 1 #&'( SIGN

LWL = 79.!5 m.

BWL = 1!.900 m.

TJ) = 5.660 m.

V') = 5*791.817 m.

) = .870 m.

= 0.967 m.

WATER PLANE 6; ( T =6$2 m )= 1.95 m.

= 1.95 m.

NO. SE"T0*5 B

+S 0*5B.+S ,+ S+A- m

-1 -! --$ =

-5-6 = -7 =

-!.- -$.-5

%0.50 .!80 0.!50 0.8!0 %10.500 %8.610 8.8!!

%0.!5 .$90 1.000 .$90 %10.!50 %5.77! $!.509

0 .710 0.750 !.78 %10.000 %!7.8!5 8.!99

0.5 $.1!0 !.000 8.!$0 %9.500 %78.!80 19.869

1 $.500 1.000 $.500 %9.000 %$0.500 91.1!5

1.5 $.870 !.000 9.7$0 %8.500 %8!.790 !1.00

! 5.180 1.500 7.770 %8.000 %6!.160 !08.$88

5.80 $.000 !.!0 %7.000 %16.!$0 79!.6!1

$ 6.!60 !.000 1!.5!0 %6.000 %75.1!0 $90.6!9

5 6.510 $.000 !6.0$0 %5.000 %10.!00 110.578

6 6.$50 !.000 1!.900 %$.000 %51.600 56.67!

7 6.$50 $.000 !5.800 %.000 %77.$00 107.$5

8 6.$50 !.000 1!.900 %!.000 %!5.800 56.67!

9 6.$50 $.000 !5.800 %1.000 %!5.800 107.$5

10 6.$50 !.000 1!.900 0.000 0.000 56.67!

11 6.$50 $.000 !5.800 1.000 !5.800 107.$51! 6.$50 !.000 1!.900 !.000 !5.800 56.67!

1 6.$50 $.000 !5.800 .000 77.$00 107.$5

1$ 6.550 !.000 1.100 $.000 5!.$00 56!.0!

15 6.!50 $.000 !5.000 5.000 1!5.000 976.56

16 5.50 !.000 11.060 6.000 66.60 8.!!5

17 $.$00 $.000 17.600 7.000 1!.!00 $0.76

18 !.980 1.500 $.$70 8.000 5.760 9.695

18.5 !.180 !.000 $.60 8.500 7.060 !0.7!0

"B

"+

"W

"PL

"PV

"P,

"PA

WATER PLANE AREA, 'ENTRE ./ /L.ATAT.N, NERTA7.7ENT AND '.E//'ENT

)

)

)

-0*5B.+S

-!.-

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19 1.80 1.000 1.80 9.000 1!.$!0 !.6!8

19.5 0.680 !.000 1.60 9.500 1!.9!0 0.6!9

!0 0.000 0.500 0.000 10.000 0.000 0.000

!.5 %!90.978 11868.!!7

AWL = = 857.59

L", = = %.88 m.

IT = = 10!05.56

I/ = = $977

IL = = 956.615

"W = AWL -LWL = 0.88Koreksi Water Line

= 89.097

#'234 =

= !.10

LINES PLANSHEET :

REV. :

LOA = 85.606 m. = 0.710

DESIGN

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0

"HE"#

BY

H = 7.6$0 m. = 0.870 DATET = 5.660 m. = % SIGN

= %

APP.

BY

BHP = APP. HP DATE

V = 1 #&'( SIGN

LWL = 79.89 m.

BWL = 1!.900 m.

TJ) = 5.188 m.

V') = 5*$.591 m.

) = .870 m.

) = 0.91 m.

WATER PLANE &$&; ( T =6$2 m )

) = 1.95 m.

) = 0.99! m.) = 0.856 m.

NO. SE"T0*5 B

+S 0*5B.+S ,+ S+A -0*5B .+S- m

-1 -! --$ =

-5-6 = -7 =

-!.- -$.-5 -!.-

0.000 0.!$1 0.000 %10.$81 0.000 0.000

1.8$$ 0.96 1.776 %10.!$1 %18.18$ 6.09

0 !.1 0.7$1 1.71 %10.000 %17.1! 9.166

0.5 .070 !.000 6.1$0 %9.500 %58.$ 57.880

1 = ! = =

! . ) . 1 m!

) . ! 1

!.;.-1.). m$

!.;.).$ m$

I/ % -AWL . L",! m$

AWLR&

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1 .800 1.000 .800 %9.000 %$.!00 5$.87!

1.5 $.!0 !.000 8.$60 %8.500 %71.910 151.7$

! $.758 1.500 7.17 %8.000 %57.096 161.571

5.616 $.000 !!.$6$ %7.000 %157.!$8 708.50!

$ 6.170 !.000 1!.$0 %6.000 %7$.0$0 $69.770

5 6.$70 $.000 !5.880 %5.000 %1!9.$00 108.60

6 6.550 !.000 1.100 %$.000 %5!.$0! 56!.07$

7 6.$50 $.000 !5.800 %.000 %77.$00 107.$58 6.$50 !.000 1!.900 %!.000 %!5.800 56.67!

9 6.$50 $.000 !5.800 %1.000 %!5.800 107.$5

10 6.$50 !.000 1!.900 0.000 0.000 56.67!

11 6.$50 $.000 !5.800 1.000 !5.800 107.$5

1! 6.$50 !.000 1!.900 !.000 !5.800 56.67!

1 6.$50 $.000 !5.800 .000 77.$00 107.$5

1$ 6.5!0 !.000 1.0$0 $.000 5!.16! 55$.87

15 6.179 $.000 !$.717 5.000 1!.58$ 9$.750

16 5.$06 !.000 10.81! 6.000 6$.87! 15.979

17 $.!77 $.000 17.108 7.000 119.756 1!.95!

18 !.8$8 1.500 $.!7! 8.000 $.176 $.651

18.5 !.069 !.000 $.18 8.500 5.17 17.71$19 1.!65 0.756 0.957 9.000 8.610 1.51

19.!5 0.895 1.0!5 0.917 9.!50 8.$8! 0.7$

19.5 0.56 0.$77 0.!69 9.500 !.55$ 0.085

< 0.18 0.885 0.!8! 9.66 !.7!0 0.0!8

C 0.000 0.!!1 0.000 9.8!6 0.000 0.000

1 = 2 = 3 =

!1.!!! %!17.857 11$9.81$

AWL = ! . ) . S1 = 8!8.6$5 m!

L", = ) . S! S1 = %!.6!$ m.

IT = !.;.-1.).S = 9759.579 m$

I/ = !.;.).S$ = 1$$60 m$

IL = I/ % -AWL . L",! = 0875!.5!! m$"W = AWL -LWL = 0.805

LINES PLANSHEET :

REV. :

LOA = 85.606 m. = 0.710

DESIGN

BY

LWL = 79.!5 m. = 0.980 DATELBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0

"HE"#

BY

H = 7.6$0 m. = 0.870 DATE

T = 5.660 m. = % SIGN

= %

APP.

BY

BHP = APP. HP DATE

V = 1 #&'( SIGN

LWL = 77.7$7 m.

BWL = 1!.900 m.

"B

"+"W

"PL

"PV

"P,

"PA

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TJ) = $.717 m.

V') = $*70.5$ m.

) = .870 m.

= 0.971 m.

WATER PLANE &; ( T =6$2 m )

= 1.95 m.

) = 0.99! m.

= 0.7$1 m.

NO. SE"T 0*5 B +S 0*5B.+S ,+ S+A- m

-1 -! --$ =

-5-6 = -7 =

-!.- -$.-5

0.000 0.!51 0.000 %10.00! 0.000 0.000

1.96 1.00$ 1.$01 %9.751 %1.660 !.7!9

0.5 1.910 0.5071715 0.969 %9.500 %9.!0 .$97

0.75 !.$06 1.0!$986 !.$66 %9.!50 %!!.810 1$.!7$

1 !.810 0.756 !.1!5 %9.000 %19.1!5 16.779

1.5 .610 !.000 7.!!0 %8.500 %61.70 9$.09!

! $.00 1.500 6.$50 %8.000 %51.600 119.!61

5.$10 $.000 !1.6$0 %7.000 %151.$80 6.6!

$ 6.080 !.000 1!.160 %6.000 %7!.960 $$9.5115 6.$$1 $.000 !5.76$ %5.000 %1!8.8!0 1068.858

6 6.59 !.000 1.077 %$.000 %5!.10 559.119

7 6.$50 $.000 !5.800 %.000 %77.$00 107.$5

8 6.$50 !.000 1!.900 %!.000 %!5.800 56.67!

9 6.$50 $.000 !5.800 %1.000 %!5.800 107.$5

10 6.$50 !.000 1!.900 0.000 0.000 56.67!

11 6.$50 $.000 !5.800 1.000 !5.800 107.$5

1! 6.$50 !.000 1!.900 !.000 !5.800 56.67!

1 6.$50 $.000 !5.800 .000 77.$00 107.$5

1$ 6.$98 !.000 1!.996 $.000 51.98! 5$8.69!

15 6.108 $.000 !$.$1 5.000 1!!.156 911.$11

16 5.08 !.000 10.616 6.000 6.696 !99.10$17 $.160 $.000 16.6$0 7.000 116.$80 !87.965

18 !.7$6 1.500 $.119 8.000 !.95! 1.059

18.5 1.97$ !.000 .9$8 8.500 .558 15.8$

19 1.168 0.756 0.88 9.000 7.950 1.!05

19.!5 0.799 1.0!5 0.819 9.!50 7.576 0.5!

19.5 0.$71 0.$$8 0.!11 9.500 !.00$ 0.0$7

< 0.!67 0.766 0.!0$ 9.69! 1.981 0.015

C 0.000 0.19! 0.000 9.88 0.000 0.000

10.09 %1$.00 10960.!8!

AWL = = 799.798

L", = = %1.785 m.

IT = = 9$!$.6!5

I/ = = !80181

IL = = !776.78

"W = AWL -LWL = 0.797

WATER PLANE AREA, 'ENTRE ./ /L.ATAT.N, NERTA7.7ENT AND '.E//'ENT

)

)

)

-0*5B.+S

-!.-

1 = ! = =

! . ) . 1 m!

) . ! 1

!.;.-1.). m$

!.;.).$ m$

I/ % -AWL . L",! m$

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LINES PLANSHEET :

REV. :

LOA = 85.606 m. = 0.710

DESIGN

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0

"HE"#

BY

H = 7.6$0 m. = 0.870 DATE

T = 5.660 m. = % SIGN= %

APP.

BY

BHP = APP. HP DATE

V = 1 #&'( SIGN

LWL = 7$.!0 m.

BWL = 1!.900 m.

TJ) = .77 m.

V') = *611.886 m.

) = .870 m.

= 0.89 m.

WATER PLANE *; ( T =6$2 m )

= 1.95 m.

) = 0.967 m.

= 0.55 m.

NO. SE"T0*5 B

+S 0*5B.+S ,+ S+A- m

-1 -! --$ =

-5-6 = -7 =

-!.- -$.-5

0.000 0.101 0.000 %9.!01 0.000 0.000

1.167 0.$0 0.$70 %9.101 %$.!7 0.69

1 1.587 0.601 0.95 %9.000 %8.579 !.$01

1.5 !.57$ !.000 5.1$8 %8.500 %$.758 $.108

! .$5! 1.500 5.178 %8.000 %$1.$!$ 61.70

5.010 $.000 !0.0$0 %7.000 %1$0.!80 50.006

$ 5.9!0 !.000 11.8$0 %6.000 %71.0$0 $1$.9$9

5 6.80 $.000 !5.5!0 %5.000 %1!7.600 108.7766 6.5!0 !.000 1.09 %$.000 %5!.158 55$.!59

7 6.$50 $.000 !5.800 %.000 %77.$00 107.$5

8 6.$50 !.000 1!.900 %!.000 %!5.800 56.67!

9 6.$50 $.000 !5.800 %1.000 %!5.800 107.$5

10 6.$50 !.000 1!.900 0.000 0.000 56.67!

11 6.$50 $.000 !5.800 1.000 !5.800 107.$5

1! 6.$50 !.000 1!.900 !.000 !5.800 56.67!

1 6.$50 $.000 !5.800 .000 77.$00 107.$5

1$ 6.$6! !.000 1!.9!5 $.000 51.698 59.7$8

"B

"+

"W

"PL

"PV

"P,"PA

WATER PLANE AREA, 'ENTRE ./ /L.ATAT.N, NERTA7.7ENT AND '.E//'ENT

)

)

)

-0*5B.+S

-!.-

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15 5.978 $.000 !.91! 5.000 119.560 85$.51

16 5.1!9 !.000 10.!58 6.000 61.5$8 !69.85$

17 .956 $.000 15.8!$ 7.000 110.768 !$7.6$5

18 !.560 1.500 .8$0 8.000 0.7!0 !5.166

18.5 1.779 !.000 .557 8.500 0.!5 11.!51

19 0.98! 0.750 0.77 9.000 6.6!9 0.710

19.!5 0.6$5 1.000 0.6$5 9.!50 5.96! 0.!68

19.5 0.50 0.88 0.16 9.500 1.!91 0.017< 0.!0! 0.55 0.11! 9.68 1.079 0.005

C 0.000 0.18 0.000 9.777 0.000 0.000

!96.0 %69.6! 10$6!.$!9

AWL = = 76.665

L", = = %0.910 m.

IT = = 8996.5!6

I/ = = !$!681

IL = = !$!0$8.6$8

"W = AWL -LWL = 0.798

LINES PLANSHEET :

REV. :

LOA = 85.606 m. = 0.710

DESIGN

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0

"HE"#

BY

H = 7.6$0 m. = 0.870 DATE

T = 5.660 m. = % SIGN

= %

APP.

BY

BHP = APP. HP DATE

V = 1 #&'( SIGN

LWL = 7.709 m.

BWL = 1!.900 m.

TJ) = !.80 m.

V') = !*690.88$ m.

) = .870 m.

= 0.!0 m.

WATER PLANE 5; ( T =6$2 m )

= 1.95 m.

) = 0.967 m.

= 0.57 m.

NO. SE"T0*5 B

+S 0*5B.+S ,+ S+A- m

-1 -! --$ =

-5-6 = -7 =

-!.- -$.-5

0.000 0.08 0.000 %9.165 0.000 0.000

0.707 0.0 0.!$ %9.08 %!.1!! 0.117

1 0.989 0.58 0.576 %9.000 %5.185 0.56$

1.5 1.9$0 !.000 .880 %8.500 %!.980 1$.60

1 = ! = =

! . ) . 1 m!

) . ! 1

!.;.-1.). m$

!.;.).$ m$

I/ % -AWL . L",! m$

"B

"+

"W

"PL

"PV

"P,

"PA

WATER PLANE AREA, 'ENTRE ./ /L.ATAT.N, NERTA7.7ENT AND '.E//'ENT

)

)

)

-0*5B.+S

-!.-

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) = .870 m.

= 0.1 m.

WATER PLANE 2; ( T =6$2 m )

= 1.95 m.

) 0.967 m.

= 0.19$ m.

NO. SE"T0*5 B

+S 0*5B.+S ,+ S+A- m

-1 -! --$ =

-5-6 = -7 =

-!.- -$.-5

0.000 0.086 0.000 %9.171 0.000 0.000

0.506 0.$! 0.17 %9.086 %1.57 0.0$$

1 0.77 0.586 0.$! %9.000 %.88$ 0.!$

1.5 1.570 !.000 .1$0 %8.500 %!6.690 7.7$0

! !.$51 1.500 .677 %8.000 %!9.$1! !!.086

$.190 $.000 16.760 %7.000 %117.!0 !9$.!$0

$ 5.$$8 !.000 10.896 %6.000 %65.76 !.$01

5 6.190 $.000 !$.760 %5.000 %1!.800 9$8.707

6 6.$70 !.000 1!.9$0 %$.000 %51.760 5$1.680

7 6.$50 $.000 !5.800 %.000 %77.$00 107.$58 6.$50 !.000 1!.900 %!.000 %!5.800 56.67!

9 6.$50 $.000 !5.800 %1.000 %!5.800 107.$5

10 6.$50 !.000 1!.900 0.000 0.000 56.67!

11 6.$50 $.000 !5.800 1.000 !5.800 107.$5

1! 6.$50 !.000 1!.900 !.000 !5.800 56.67!

1 6.$50 $.000 !5.800 .000 77.$00 107.$5

1$ 6.15 !.000 1!.60 $.000 50.5!0 50.675

15 5.680 $.000 !!.7!0 5.000 11.600 7.00!

16 $.7$7 !.000 9.$9$ 6.000 56.96$ !1.98

17 .517 $.000 1$.068 7.000 98.$76 17$.011

18 !.10$ 1.500 .156 8.000 !5.!$8 1.971

18.5 1.96 !.000 !.791 8.500 !.7!$ 5.$519 0.671 0.750 0.50 9.000 $.5!9 0.!!7

19.!5 0.9! 1.000 0.9! 9.!50 .6! 0.060

19.5 0.17$ 0.00 0.05! 9.500 0.$96 0.00!

< 0.117 0.!01 0.0!$ 9.550 0.!!5 0.000

C 0.000 0.050 0.000 9.600 0.000 0.000

!80.507 %$!.$10 9685.8$8

AWL = = 7!.61$

L", = = %0.585 m.

IT = = 8!8.75

I/ = = !107$5

IL = = !10$97.17!

"W = AWL -LWL = 0.766

LINES PLANSHEET :

REV. :

)

)

)

-0*5B.+S

-!.-

1 = ! = =

! . ) . 1 m!

) . ! 1

!.;.-1.). m$

!.;.).$ m$

I/ % -AWL . L",! m$

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LOA = 85.606 m. = 0.710

DESIGN

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0

"HE"#

BY

H = 7.6$0 m. = 0.870 DATE

T = 5.660 m. = % SIGN

= %APP.

BYBHP = APP. HP DATE

V = 1 #&'( SIGN

LWL = 7!.96! m.

BWL = 1!.9!0 m.

TJ) = 0.9$ m.

V') = 889.!5$ m.

) = .870 m.

= 0.0 m.

WATER PLANE #; ( T =6$2 m )= 1.95 m.

= 0.978 m.

NO. SE"T0*5 B

+S 0*5B.+S ,+ S+A- m

-1 -! --$ =

-5-6 = -7 =

-!.- -$.-5

0.000 0.078 0.000 %9.157 0.000 0.000

0.98 0.1 0.1!5 %9.078 %1.11 0.0!0

1 0.560 0.578 0.!$ %9.000 %!.915 0.10!

1.5 1.195 !.000 !.89 %8.500 %!0.08 .$10

! 1.888 1.500 !.8! %8.000 %!!.656 10.095

.$0 $.000 1.7!0 %7.000 %96.0$0 161.$1$

$ $.800 !.000 9.600 %6.000 %57.600 !!1.18$

5 5.86 $.000 !.$5! %5.000 %117.!60 806.157

6 6.!0 !.000 1!.6$0 %$.000 %50.560 50$.87!

7 6.$60 $.000 !5.8$0 %.000 %77.5!0 1078.$5

8 6.$60 !.000 1!.9!0 %!.000 %!5.8$0 59.17!

9 6.$60 $.000 !5.8$0 %1.000 %!5.8$0 1078.$5

10 6.$60 !.000 1!.9!0 0.000 0.000 59.17!

11 6.$60 $.000 !5.8$0 1.000 !5.8$0 1078.$5

1! 6.$60 !.000 1!.9!0 !.000 !5.8$0 59.17!

1 6.$60 $.000 !5.8$0 .000 77.5!0 1078.$5

1$ 6.06$ !.000 1!.1!8 $.000 $8.51! $$5.97!

15 5.!00 $.000 !0.800 5.000 10$.000 56!.$!

16 $.11 !.000 8.!!6 6.000 $9.56 19.157

17 !.8$0 $.000 11.60 7.000 79.5!0 91.6!5

18 1.66$ 1.500 !.$96 8.000 19.968 6.911

18.5 1.0$8 !.000 !.097 8.500 17.8!1 !.0$

19 0.$8$ 0.75 0.6$ 9.000 .!79 0.085

< 0.!5 1.011 0.!56 9.!5 !.66 0.016

C 0.000 0.!5 0.000 9.505 0.000 0.000

!6$.9!8 %$.6$8 8886.651

AWL = = 68.$!7

L", = = %0.68 m.

IT = = 76$1.5

"B

"+

"W

"PL

"PV

"P,

"PA

WATER PLANE AREA, 'ENTRE ./ /L.ATAT.N, NERTA7.7ENT AND '.E//'ENT

)

)

)

-0*5B.+S

-!.-

1 = ! = =

! . ) . 1 m!

) . ! 1

!.;.-1.). m$

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I/ = = 18!

IL = = 1805.80!

"W = AWL -LWL = 0.7!5

LINES PLANSHEET :

REV. :

LOA = 85.606 m. = 0.710

DESIGN

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0

"HE"#

BY

H = 7.6$0 m. = 0.870 DATE

T = 5.660 m. = @RE,; SIGN

= @RE,;

APP.

BY

BHP = APP. HP DATE

V = 1 #&'( SIGN

LWL = 7!.06 m.

BWL = 1!.$!0 m.

TJ) = 0.$7! m.

V') = $!.575 m.

) = .870 m.

= 0.!$7 m.

WATER PLANE $&; ( T =6$2 m )= 1.95 m.

= 0.707 m.

NO. SE"T0*5 B

+S 0*5B.+S ,+ S+A

- m

-1 -! --$ =

-5-6 = -7 =

-!.- -$.-5

0.000 0.06$ 0.000 %9.1!8 0.000 0.000

0.!16 0.!55 0.055 %9.06$ %0.$99 0.00

1 0.$0 0.56$ 0.!$! %9.000 %!.18! 0.0$5

1.5 0.8! !.000 1.66$ %8.500 %1$.1$$ 1.15!

! 1.5$ 1.500 !.01 %8.000 %16.!$8 .7!

!.600 $.000 10.$00 %7.000 %7!.800 70.0$

$ $.050 !.000 8.100 %6.000 %$8.600 1!.860

5 5.!70 $.000 !1.080 %5.000 %105.$00 585.$5

6 5.96! !.000 11.9!$ %$.000 %$7.696 $!.8$$

7 6.!10 $.000 !$.8$0 %.000 %7$.5!0 957.9!8 6.!10 !.000 1!.$!0 %!.000 %!$.8$0 $78.966

9 6.!10 $.000 !$.8$0 %1.000 %!$.8$0 957.9!

10 6.!10 !.000 1!.$!0 0.000 0.000 $78.966

11 6.!10 $.000 !$.8$0 1.000 !$.8$0 957.9!

1! 6.!10 !.000 1!.$!0 !.000 !$.8$0 $78.966

1 6.!10 $.000 !$.8$0 .000 7$.5!0 957.9!

1$ 5.588 !.000 11.176 $.000 $$.70$ $8.979

15 $.$79 $.000 17.916 5.000 89.580 59.$!1

16 .160 !.000 6.!0 6.000 7.9!0 6.109

!.;.).$ m$

I/ % -AWL . L",! m$

"B

"+

"W

"PL

"PV

"P,

"PA

WATER PLANE AREA, 'ENTRE ./ /L.ATAT.N, NERTA7.7ENT AND '.E//'ENT

)

)

)

-0*5B.+S

-!.-

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17 !.050 $.000 8.!00 7.000 57.$00 $.$61

18 1.157 1.500 1.76 8.000 1.88$ !.!

18.5 0.70 !.000 1.$60 8.500 1!.$10 0.778

19 0.!8 0.68 0.!!$ 9.000 !.015 0.0!$

< 0.1!! 0.70 0.089 9.70 0.868 0.001

C 0.000 0.18 0.000 9.65 0.000 0.000

!9.!7 %$8.788 7!95.107AWL = = 617.15!

L", = = %0.789 m.

IT = = 6!7!.981

I/ = = 150!0!

IL = = 1$9817.91!

"W = AWL -LWL = 0.687

LINES PLANSHEET :

REV. :

LOA = 85.606 m. = 0.710

DESIGN

BY

LWL = 79.!5 m. = 0.980 DATE

LBP = 77.90 m. = 0.8!0 SIGN

B = 1!.900 m. = 0.7!0

"HE"#

BY

H = 7.6$0 m. = 0.870 DATE

T = 5.660 m. = % SIGN

= %

APP.

BY

BHP = APP. HP DATE

V = 1 #&'( SIGN

LWL = 71.88 m.

BWL = 9.!11 m.

TJ) = % m.

V') = % m

) = .870 m.

= 0.967 m.

WATER PLANE ; ( T =6$2 m )= 1.95 m.

= 1.95 m.

NO. SE"T0*5 B

+S 0*5B.+S ,+ S+A- m

-1 -! --$ =

-5-6 = -7 =

-!.- -$.-51 0.000 0.500 0.000 %9.000 0.000 0.000

1.5 0.1$0 !.000 0.!80 %8.500 %!.80 0.005

! 0.$00 1.500 0.600 %8.000 %$.800 0.096

1.150 $.000 $.600 %7.000 %!.!00 6.08$

$ !.10 !.000 $.6!0 %6.000 %!7.7!0 !$.65

5 .6$0 $.000 1$.560 %5.000 %7!.800 19!.91$

6 $.60 !.000 9.!60 %$.000 %7.0$0 198.506

7 $.605 $.000 18.$!! %.000 %55.!66 90.7!

8 $.605 !.000 9.!11 %!.000 %18.$!! 195.66

1 = ! = =

! . ) . 1 m!

) . ! 1

!.;.-1.). m$

!.;.).$ m$

I/ % -AWL . L",! m$

"B

"+

"W

"PL

"PV

"P,

"PA

WATER PLANE AREA, 'ENTRE ./ /L.ATAT.N, NERTA7.7ENT AND '.E//'ENT

)

)

)

-0*5B.+S

-!

.-

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9 $.605 $.000 18.$!! %1.000 %18.$!! 90.7!

10 $.605 !.000 9.!11 0.000 0.000 195.66

11 $.605 $.000 18.$!! 1.000 18.$!! 90.7!

1! $.605 !.000 9.!11 !.000 18.$!! 195.66

1 $.605 $.000 18.$!! .000 55.!66 90.7!

1$ .876 !.000 7.75! $.000 1.008 116.$61

15 !.$95 $.000 9.980 5.000 $9.900 6!.1!6

16 1.77 !.000 !.75$ 6.000 16.5!$ 5.!!!17 0.6! $.000 !.5!8 7.000 17.696 1.010

18 0.195 1.500 0.!9 8.000 !.$0 0.011

18.5 0.07$ !.000 0.1$8 8.500 1.!58 0.001

19 0.000 0.500 0.000 9.000 0.000 0.000

158.695 %58.!1$ !756.11$

AWL = = $09.79

L", = = %1.$19 m.

IT = = !69.95!

I/ = = 78$

IL = = 77607.770

"W = AWL -LWL = 0.6!

1 = ! = =

! . ) . 1 m!

) . ! 1

!.;.-1.). m$

!.;.).$ m$

I/ % -AWL . L",! m$

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-8 =

90.$05

66.668

!78.!50

7$.660

6$.500

70.715

$97.!80

11$!.680

$50.7!0

651.000

!06.$00

!!.!00

51.600

!5.800

0.000

!5.80051.600

!!.!00

!09.600

6!5.000

98.160

86!.$00

!86.080

15.010

0*5B.+S.,+!

-!.-.-5!

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07.800

611.!5

$56.768

1100.76

$$$.!$0

6$7.000

!09.606

!!.!0051.600

!5.800

0.000

!5.800

51.600

!!.!00

!08.6$6

617.9!0

89.!!

88.!9!

!7.$08

!98.97177.$88

78.$6!

!$.!61

!6.!85

0.000

4 =

81$1.!58

LINES PLAN

LOA = 85.606 m. =

LWL = 79.!5 m. =LBP = 77.90 m. =

B = 1!.900 m. =

H = 7.6$0 m. =

T = 5.660 m. =

=

BHP = APP. HP

V = 1 #&'(

"B

"+"W

"PL

"PV

"P,

"PA

7/24/2019 Arisedit3

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WATER PLANE *$&; ( T =6$2 m )

NO. SE"T 0*5 B +S- m

-8 =-1 -! -

0.000 0.000 0.!9

1.!0! 1.$1 1.170

87.$!5 1 !.098 0.79

!10.989 1.5 .0$0 !.000

17!.1!7 ! .850 1.500

5!1.6$5 5.!10 $.000

$1!.800 $ 6.000 !.000

1060.60 5 6.$08 $.000

$7.760 6 6.5 !.0006$$.100 7 6.$50 $.000

!09.!8 8 6.$50 !.000

!!.!00 9 6.$50 $.000

51.600 10 6.$50 !.000

!5.800 11 6.$50 $.000

0.000 1! 6.$50 !.000

!5.800 1 6.$50 $.000

51.600 1$ 6.$85 !.000

!!.!00 15 6.0$ $.000

!07.90 16 5.!16 !.000

610.780 17 $.055 $.000

8!.176 18 !.6$9 1.500815.60 18.5 1.879 !.000

!6.616 19 1.065 0.756

!85.!$ 19.!5 0.71! 1.0!5

71.5$6 19.5 0.$07 0.$!0

70.078 < 0.!51 0.656

19.06 C 0.000 0.16$

19.199

0.000

AWL = =

7!5.809 L", = =

IT = =

I/ = =

IL = =

"W = AWL -LWL . BWL =

WATER PLANE AREA, 'ENTRE ./ /L.ATAT.N, NERTAND '.E//'ENT

0*5B.+S.,+!

-!.-.-5!

$ = ! . ) . 1

) . ! 1

!.;.-1.).

!.;.).$

I/ % -AWL . L",!

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LINES PLAN

LOA = 85.606 m. =

LWL = 79.!5 m. =

LBP = 77.90 m. =

B = 1!.900 m. =

H = 7.6$0 m. =

T = 5.660 m. ==

BHP = APP. HP

V = 1 #&'(

WATER PLANE 5$&; ( T =6$2 m )

NO. SE"T0*5 B

+S- m

-8 =-1 -! -

0

0.000 0.000 0.06$

8.889 0.9$! 0.!55

77.!10 1 1.!!8 0.56$

71.9$ 1.5 !.!16 !.000

1.9! ! .1!8 1.500

981.960 $.805 $.000

$!6.!$0 $ 5.80 !.000

68.000 5 6.50 $.000!08.60 6 6.500 !.000

!!.!00 7 6.$50 $.000

51.600 8 6.$50 !.000

!5.800 9 6.$50 $.000

0.000 10 6.$50 !.000

!5.800 11 6.$50 $.000

51.600 1! 6.$50 !.000

!!.!00 1 6.$50 $.000

!06.79$ 1$ 6.$7 !.000

"B

"+

"W

"PL

"PV

"P,"PA

WATER PLANE AREA, 'ENTRE ./ /L.ATAT.N, NERTAND '.E//'ENT

0*5B.+S.,+!

-!.-.-5!

7/24/2019 Arisedit3

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597.800 15 5.910 $.000

69.!88 16 5.0$5 !.000

775.76 17 .869 $.000

!$5.760 18 !.$70 1.500

!56.99 18.5 1.69! !.000

59.657 19 0.899 0.750

55.1$5 19.!5 0.581 1.000

1!.!65 19.5 0.00 0.6$10.95 < 0.177 0.$58

0.000 C 0.000 0.11$

6!8!.97

AWL = =

L", = =

IT = =

I/ = =

IL = =

"W = AWL -LWL . BWL =

LINES PLAN

LOA = 85.606 m. =

LWL = 79.!5 m. =

LBP = 77.90 m. =

B = 1!.900 m. =

H = 7.6$0 m. =

T = 5.660 m. =

=

BHP = @RE,; HP

V = 1 #&'(

WATER PLANE 2$&; ( T =6$2 m )

NO. SE"T0*5 B

+S- m

-8 =-1 -! -

0.000 0.000 0.101

19.!71 0.577 0.$0$

$6.669 1 0.88 0.601

!80.0 1.5 1.7$0 !.000

$ =

! . ) . 1

) . ! 1

!.;.-1.).

!.;.).$

I/ % -AWL . L",!

"B

"+

"W

"PL

"PV

"P,

"PA

WATER PLANE AREA, 'ENTRE ./ /L.ATAT.N, NERTAND '.E//'ENT

0*5B.+S.,+!

-!.-.-5!

7/24/2019 Arisedit3

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!75.5!0 ! !.651 1.500

905.5!0 $.$0 $.000

$1!.560 $ 5.610 !.000

61.000 5 6.!60 $.000

!07.680 6 6.$80 !.000

!!.!00 7 6.$50 $.000

51.600 8 6.$50 !.000

!5.800 9 6.$50 $.0000.000 10 6.$50 !.000

!5.800 11 6.$50 $.000

51.600 1! 6.$50 !.000

!!.!00 1 6.$50 $.000

!05.088 1$ 6.7 !.000

58.900 15 5.768 $.000

56.616 16 $.861 !.000

7$0.096 17 .659 $.000

!!7.16 18 !.!5$ 1.500

!0.89 18.5 1.50$ !.000

50.666 19 0.751 0.750

9.56$ 19.!5 0.$6! 1.0007.998 19.5 0.!17 0.!1

5.$98 < 0.189 0.!85

0.000 C 0.000 0.071

58$5.150

AWL = =

L", = =

IT = =

I/ = =

IL = =

"W = AWL -LWL . BWL =

LINES PLAN

LOA = 85.606 m. =

LWL = 79.!5 m. =

LBP = 77.90 m. =

B = 1!.900 m. =

H = 7.6$0 m. =

T = 5.660 m. =

=

BHP = APP. HP

V = 1 #&'(

$ =

! . ) . 1

) . ! 1

!.;.-1.).

!.;.).$

I/ % -AWL . L",!

"B

"+

"W

"PL

"PV

"P,

"PA

WATER PLANE AREA, 'ENTRE ./ /L.ATAT.N, NERTAND '.E//'ENT

7/24/2019 Arisedit3

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WATER PLANE #$&; ( T =6$2 m )

NO. SE"T 0*5 B +S

-8 =-1 -! -

0.000 0.000 0.080

1$.!96 0.$60 0.!!

$.95 1 0.6$0 0.580

!!6.865 1.5 1.$00 !.000

!5.!96 ! !.!00 1.500

8!1.!$0 .871 $.000

9!.!56 $ 5.187 !.000

619.000 5 6.061 $.000

!07.0$0 6 6.$!7 !.000

!!.!00 7 6.$50 $.00051.600 8 6.$50 !.000

!5.800 9 6.$50 $.000

0.000 10 6.$50 !.000

!5.800 11 6.$50 $.000

51.600 1! 6.$50 !.000

!!.!00 1 6.$50 $.000

!0!.080 1$ 6.!! !.000

568.000 15 5.5!0 $.000

$1.78$ 16 $.5!0 !.000

689.! 17 .!7$ $.000

!01.98$ 18 1.9$0 1.500

!01.650 18.5 1.!6$ !.000$0.76 19 0.585 0.750

.515 19.!5 0.!5 1.000

$.717 19.5 0.117 0.!77

!.1$6 < 0.08$ 0.109

0.000 C 0.000 0.0!7

5$56.117

AWL = =

L", = =

IT = =

I/ = =

IL = =

"W = AWL -LWL . BWL =

0*5B.+S.,+!

-!.-.-5!

$ =

! . ) . 1

) . ! 1

!.;.-1.).

!.;.).$

I/ % -AWL . L",!

7/24/2019 Arisedit3

62/167

LINES PLAN

LOA = 85.606 m. =

LWL = 79.!5 m. =

LBP = 77.90 m. =

B = 1!.900 m. =

H = 7.6$0 m. =T = 5.660 m. =

=

BHP = APP. HP

V = 1 #&'(

WATER PLANE $4&; ( T =6$2 m )

-8 =NO. SE"T

0*5 B+S

- m

0.000-1 -! -

10.!68

!6.!1 0.000 0.080

17!.6!0 0.61 0.160

181.!$8 1 0.50$ 0.580

67!.!80 1.5 1.06$ !.000

$5.600 ! 1.659 1.500

586.00 .080 $.000

!0!.!$0 $ $.$80 !.000

!!.560 5 5.650 $.000

51.680 6 6.19$ !.000

!5.8$0 7 6.$60 $.000

0.000 8 6.$60 !.000

!5.8$0 9 6.$60 $.000

51.680 10 6.$60 !.000

!!.560 11 6.$60 $.000

19$.0$8 1! 6.$60 !.000

5!0.000 1 6.$60 $.000

!96.16 1$ 5.897 !.000

556.6$0 15 $.9!0 $.000

159.7$$ 16 .7!1 !.000

151.$79 17 !.$60 $.000

!9.509 18 1.$ 1.500

!1.89 18.5 0.891 !.000

0.000 19 0.$1$ 0.77

< 0.!15 0.9$6

$7$6.96 C 0.000 0.!7

AWL = =

"B

"+

"W

"PL

"PV"P,

"PA

WATER PLANE AREA, 'ENTRE ./ /L.ATAT.N, NERTAND '.E//'ENT

0*5B.+S.,+!

-!.-.-5!

$ =

! . ) . 1

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L", = =

IT = =

I/ = =

IL = =

"W = AWL -LWL . BWL =

LINES PLAN

LOA = 85.606 m. =

LWL = 79.!5 m. =

LBP = 77.90 m. =

B = 1!.900 m. =

H = 7.6$0 m. =

T = 5.660 m. =

=

BHP = APP. HP

V = 1 #&'(

WATER PLANE $2&; ( T =6$2 m )

-8 =NO. SE"T

0*5 B+S

- m

0.000-1 -! -

$.5!5

19.68 0.000 0.075

1!0.!!$ 0.!0 0.0!

1!9.98$ 1 0.!90 0.575

509.600 1.5 0.55! !.000

!91.600 ! 0.96 1.500

5!7.000 1.998 $.000

190.78$ $ .$5! !.000

!!.560 5 $.6$0 $.000$9.680 6 5.5!! !.000

!$.8$0 7 5.790 $.000

0.000 8 5.790 !.000

!$.8$0 9 5.790 $.000

$9.680 10 5.790 !.000

!!.560 11 5.790 $.000

178.816 1! 5.790 !.000

$$7.900 1 5.790 $.000

!!7.5!0 1$ 5.100 !.000

) . ! 1

!.;.-1.).

!.;.).$

I/ % -AWL . L",!

"B

"+

"W

"PL

"PV

"P,

"PA

WATER PLANE AREA, 'ENTRE ./ /L.ATAT.N, NERTAND '.E//'ENT

0*5B.+S.,+!

-!.-.-5!

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$01.800 15 .796 $.000

111.07! 16 !.$ !.000

105.$85 17 1.$$0 $.000

18.16 18 0.70 1.500

8.$$$ 18.5 0.$$5 !.000

0.000 19 0.!00 0.716

< 0.170 0.86

888.688 C 0.000 0.!16

AWL = =

L", = =

IT = =

I/ = =

IL = =

"W = AWL -LWL . BWL =

-8 =

0.000

!0.!0

8.$00

!!5.$00

166.!0

6$.000

1$8.160

165.797

6.8$$

$ =

! . ) . 1

) . ! 1

!.;.-1.).

!.;.).$

I/ % -AWL . L",!

0*5B.+S.,+!

-!.-.-5!

0 ! $

0.000

0.500

1.000

1.500

!.000

!.500

.000

.500

$.000

$.500

5.000

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18.$!!

0.000

18.$!!

6.8$$

165.797

1!$.0!

!$9.500

99.1$$1!.87!

18.7!0

10.69

0.000

!00.595

$ =

7/24/2019 Arisedit3

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%5.00 0.00 5.00

0.000

1.000

!.000

.000

$.000

5.000

6.000

7.000

7/24/2019 Arisedit3

67/167

0

0.000

1.000

!.000

.000

$.000

5.000

6.000

7.000

7/24/2019 Arisedit3

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SHEET :

REV. :

0.710

DESIGN

BY

0.980 DATE0.8!0 SIGN

0.7!0

"HE"#

BY

0.870 DATE

% SIGN

%

APP.

BY

DATE

SIGN

LWL = 75.578 m.

BWL = 1!.900 m.

$.000

5.000

6.000

7.000

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TJ) = $.!$5 m.

V') = $*18.66! m.

) = .870 m.

= 1.1! m.

= 1.95 m.

) = 0.99! m.

= 0.6$ m.

0*5B.+S ,+ S+A

-$ =-5

-6 = -7 = -8 =

-!.- -$.-5

0.000 %9.585 0.000 0.000 0.0001.569 %9.!9 %1$.581 !.8!! 15.$901.66 %9.000 %1$.96$ 7.19 1$.6796.080 %8.500 %51.680 56.189 $9.!805.775 %8.000 %$6.!00 85.600 69.600

!0.8$0 %7.000 %1$5.880 565.68 10!1.1601!.000 %6.000 %7!.000 $!.000 $!.000!5.6! %5.000 %1!8.160 105!.51 6$0.800

1.065 %$.000 %5!.!6! 557.581 !09.0$6!5.800 %.000 %77.$00 107.$5 !!.!001!.900 %!.000 %!5.800 56.67! 51.600!5.800 %1.000 %!5.800 107.$5 !5.8001!.900 0.000 0.000 56.67! 0.000!5.800 1.000 !5.800 107.$5 !5.8001!.900 !.000 !5.800 56.67! 51.600!5.800 .000 77.$00 107.$5 !!.!001!.970 $.000 51.881 5$5.$8! !07.5!!$.171 5.000 1!0.85$ 88!.578 60$.!7010.$! 6.000 6!.59! !8.8!0 75.55!16.!!0 7.000 11.5$0 !66.706 79$.780

.97$ 8.000 1.788 !7.88 !5$.0$.757 8.500 1.95 1.!58 !71.$$0.805 9.000 7.!$9 0.91 65.!70.70 9.!50 6.75$ 0.71 6!.$750.171 9.500 1.6!$ 0.0!8 15.$!0.16$ 9.66$ 1.587 0.010 15.70.000 9.8!8 0.000 0.000 0.000

01.918 %95.9! 1068$.1$9 6667.609

778.8$9

%1.!!9 m.

9187.181

!5759

!566!.100

0.799

)

)

)

-0*5B.+S *5B.+S.,+!

-!.- -!.-.-5!

1 = ! = = $ =

m!

m$

m$

m$

0

0.000

1.000

!.000

.000

0

0.000

1.000

!.000

.000

$.000

5.000

6.000

7.000

7/24/2019 Arisedit3

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SHEET :

REV. :

0.710

DESIGN

BY

0.980 DATE

0.8!0 SIGN

0.7!0

"HE"#

BY

0.870 DATE

% SIGN%

APP.

BY

DATE

SIGN

LWL = 7.70 m.

BWL = 1!.900 m.

TJ) = .0! m.

V') = *1$0.!67 m.

) = .870 m.

= 0.!$7 m.

= 1.95 m.

) = 0.967 m.

= 0.$$ m.

0*5B.+S ,+ S+A

-$ =-5

-6 = -7 = -8 =

-!.- -$.-5

0.000 %9.1!7 0.000 0.000 0.0000.!$0 %9.06$ %!.175 0.!1 19.710.69! %9.000 %6.!0 1.0$$ 56.070$.$! %8.500 %7.67! !1.76$ !0.!1!$.69! %8.000 %7.56 $5.908 00.!88

19.!18 %7.000 %1$.5!6 $$.61 9$1.68!11.660 %6.000 %69.960 96.11 $19.760

!5.$00 %5.000 %1!7.000 10!$.19! 65.0001.000 %$.000 %5!.000 5$9.!50 !08.000!5.800 %.000 %77.$00 107.$5 !!.!001!.900 %!.000 %!5.800 56.67! 51.600!5.800 %1.000 %!5.800 107.$5 !5.8001!.900 0.000 0.000 56.67! 0.000!5.800 1.000 !5.800 107.$5 !5.8001!.900 !.000 !5.800 56.67! 51.600!5.800 .000 77.$00 107.$5 !!.!001!.875 $.000 51.$98 5.508 !05.99$

7.7ENT

)

)

)

-0*5B.+S*5B.+S.,+!

-!.- -!.-.-5!

00.000

1.000

!.000

.000

$.000

5.000

6.000

7.000

$.000

5.000

6.000

7.000

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!.68 5.000 118.190 8!5.$91 590.95010.090 6.000 60.5$0 !56.811 6.!$015.$76 7.000 108.! !1.66 758.!$.705 8.000 !9.6$0 !!.60$ !7.1!0.8 8.500 !8.756 9.679 !$$.$!!0.67$ 9.000 6.068 0.5$5 5$.61$0.581 9.!50 5.76 0.196 $9.7!9

0.109 9.500 1.09 0.010 9.8680.081 9.61$ 0.777 0.00 7.$710.000 9.7!9 0.000 0.000 0.000

!91.8$6 %56.88 10!66.199 60$1.658

75!.866

%0.75$ m.

88!7.790

!6!

!!9.69

0.79!

SHEET :

REV. :

0.710

DESIGN

BY

0.980 DATE

0.8!0 SIGN

0.7!0

"HE"#

BY

0.870 DATE

% SIGN

%

APP.

BY

DATE

SIGN

LWL = 7.688 m.

BWL = 1!.900 m.

TJ) = !.58 m.

V') = !*!$1.761 m.

) = .870 m.

= 0.91 m.

= 1.95 m.

) = 0.967 m.

= 0.!76 m.

0*5B.+S ,+ S+A

-$ =-5

-6 = -7 = -8 =

-!.- -$.-5

0.000 %9.!0! 0.000 0.000 0.0000.! %9.101 %!.1!1 0.077 19.050.50$ %9.000 %$.5 0.5$ $0.800.$80 %8.500 %!9.580 10.56 !51.$0

1 = ! = = $ =

m!

m$

m$

m$

7.7ENT

)

)

)

-0*5B.+S*5B.+S.,+!

-!.- -!.-.-5!

0

0.000

1.000

!.000

.000

0

0.000

1.000

!.000

.000

$.000

5.000

6.000

7.000

7/24/2019 Arisedit3

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.977 %8.000 %1.81! !7.9$6 !5$.$9617.7!0 %7.000 %1!$.0$0 $7.75 868.!8011.!!0 %6.000 %67.!0 5.117 $0.9!0!5.0$0 %5.000 %1!5.!00 981.!58 6!6.0001!.960 %$.000 %51.8$0 5$$.196 !07.60!5.800 %.000 %77.$00 107.$5 !!.!001!.900 %!.000 %!5.800 56.67! 51.600

!5.800 %1.000 %!5.800 107.$5 !5.8001!.900 0.000 0.000 56.67! 0.000!5.800 1.000 !5.800 107.$5 !5.8001!.900 !.000 !5.800 56.67! 51.600!5.800 .000 77.$00 107.$5 !!.!001!.7$6 $.000 50.98 517.656 !0.9!.07! 5.000 115.60 767.601 576.8009.7!! 6.000 58.! !!9.7!$ $9.99!

1$.66 7.000 10!.$5! 195.951 717.16$.81 8.000 !7.0$8 17.177 !16.8$.007 8.500 !5.560 6.797 !17.!560.56 9.000 5.069 0.18 $5.6!

0.$6! 9.!50 $.!77 0.099 9.56$0.070 9.500 0.66! 0.00 6.!90.0$0 9.571 0.79 0.001 .600.000 9.6$ 0.000 0.000 0.000

!8$.7! %$6.!$ 990.959 5667.$0

7$.51$

%0.60 m.

8516.0$

!18907

!18615.81

0.77

SHEET :

REV. :

0.710

DESIGN

BY

0.980 DATE

0.8!0 SIGN

0.7!0

"HE"#

BY

0.870 DATE

% SIGN

%

APP.

BY

DATE

SIGN

LWL = 7.186 m.

BWL = 1!.900 m.

TJ) = 1.$15 m.

V') = 1*5.90$ m.

1 = ! = = $ =

m!

m$

m$

m$

7.7ENT

0

0.000

1.000

!.000

.000

$.000

5.000

6.000

7.000

.000

$.000

5.000

6.000

7.000

7/24/2019 Arisedit3

73/167

) = .870 m.

= 0.11 m.

= 1.95 m.

) 0.967 m.

= 0.105 m.

0*5B.+S ,+ S+A

-$ =-5

-6 = -7 = -8 =

-!.- -$.-5

0.000 %9.161 0.000 0.000 0.0000.1$8 %9.080 %1.$$ 0.01 1!.!060.71 %9.000 %.$ 0.15! 0.091!.800 %8.500 %!.800 5.$88 !0!.00.00 %8.000 %!6.$00 15.97! !11.!00

15.$8$ %7.000 %108.88 !!.0!! 758.71610.7$ %6.000 %6!.!$$ !79.11! 7.$6$!$.!$$ %5.000 %1!1.!!0 890.6!1 606.1001!.85$ %$.000 %51.$16 50.95! !05.66$

!5.800 %.000 %77.$00 107.$5 !!.!001!.900 %!.000 %!5.800 56.67! 51.600!5.800 %1.000 %!5.800 107.$5 !5.8001!.900 0.000 0.000 56.67! 0.000!5.800 1.000 !5.800 107.$5 !5.8001!.900 !.000 !5.800 56.67! 51.600!5.800 .000 77.$00 107.$5 !!.!001!.$6$ $.000 $9.856 $8$.075 199.$!$!!.080 5.000 110.$00 67!.786 55!.0009.0$0 6.000 5$.!$0 18$.691 !5.$$0

1.096 7.000 91.67! 1$0.77 6$1.70$!.910 8.000 !.!80 10.95! 186.!$0

!.5!8 8.500 !1.$85 $.07 18!.6190.$9 9.000 .9$9 0.150 5.590.!5 9.!50 .00! 0.0$0.0 9.500 0.09 0.0000.009 9.609 0.087 0.000 0.8$00.000 9.55$ 0.000 0.000 0.000

!7$.98 %9.876 95$.8$8 51$!.7$5

707.855

%0.56! m.

80$$.10

1986$1

198$16.910

0.750

)

)

)

-0*5B.+S

*5B.+S.,+!

-!.- -!.-.-5!

1 = ! = = $ =

m!

m$

m$

m$

0

0.000

1.000

!.000

0

0.000

1.000

!.000

.000

$.000

5.000

6.000

7.000

7/24/2019 Arisedit3

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SHEET :

REV. :

0.710

DESIGN

BY

0.980 DATE

0.8!0 SIGN

0.7!0

"HE"#

BY

0.870 DATE% SIGN

%

APP.

BY

DATE

SIGN

LWL = 7!.8$ m.

BWL = 1!.9!0 m.

TJ) = 0.708 m.

V') = 665.768 m.

) = .870 m.

= 0.09 m.

= 1.95 m.

= 0.915 m.

0*5B.+S ,+ S+A

-$ =-5

-6 = -7 = -8 =

-!.- -$.-5

0.000 %9.160 0.000 0.000 0.0000.058 %9.080 %0.5!$ 0.008 $.750.!9! %9.000 %!.60 0.07$ !.67!!.1!8 %8.500 %18.088 !.$09 15.7$8!.$89 %8.000 %19.908 6.8$9 159.!6$

1!.!0 %7.000 %86.!$0 116.87! 60.6808.960 %6.000 %5.760 179.81 !!.560

!!.600 %5.000 %11.000 7!1.$$9 565.0001!.88 %$.000 %$9.55! $75.!7 198.!08!5.8$0 %.000 %77.5!0 1078.$5 !!.5601!.9!0 %!.000 %!5.8$0 59.17! 51.680!5.8$0 %1.000 %!5.8$0 1078.$5 !5.8$01!.9!0 0.000 0.000 59.17! 0.000!5.8$0 1.000 !5.8$0 1078.$5 !5.8$01!.9!0 !.000 !5.8$0 59.17! 51.680!5.8$0 .000 77.5!0 1078.$5 !!.56011.79$ $.000 $7.176 $10.1! 188.70$19.680 5.000 98.$00 $76.8! $9!.0007.$$! 6.000 $$.65! 10.0$1 !67.91!9.8$0 7.000 68.880 59.5$8 $8!.160!.150 8.000 17.196 $.$1$ 17.5681.78! 8.500 15.1$7 1.$15 1!8.7500.05 9.000 !.7$$ 0.05! !$.6980.!0 9.!7 1.876 0.009 17.!90.000 9.$7 0.000 0.000 0.000

!56.550 %$7.60 8$88.65 $90.166

661.81

7.7ENT

)

)

)

-0*5B.+S*5B.+S.,+!

-!.- -!.-.-5!

1 = ! = = $ =

m!

0

0.000

1.000

!.000

.000

$.000

5.000

6.000

7.000

0

0.000

1.000

!.000

.000

$.000

5.000

6.000

7.000

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%0.718 m.

7!99.!98

16957!

169!0.$76

0.70

SHEET :

REV. :

0.710

DESIGN

BY

0.980 DATE

0.8!0 SIGN

0.7!0

"HE"#

BY

0.870 DATE

% SIGN

%

APP.

BY

DATE

SIGN

LWL = 7!.65! m.

BWL = 11.580 m.

TJ) = 0.!6 m.

V') = 198.$08 m.

) = .870 m.

= 0.!9! m.

= 1.95 m.

= 0.85 m.

0*5B.+S ,+ S+A

-$ =-5

-6 = -7 = -8 =

-!.- -$.-5

0.000 %9.151 0.000 0.000 0.0000.096 %9.075 %0.875 0.010 7.970.167 %9.000 %1.50! 0.01$ 1.5161.10$ %8.500 %9.87 0.7 79.791.$$$ %8.000 %11.551 1.8 9!.$107.990 %7.000 %55.90 1.880 91.5106.90 %6.000 %$1.$!0 8!.!$9 !$8.5!!

18.560 %5.000 %9!.800 99.589 $6$.00011.0$$ %$.000 %$$.17$ 6.7!! 176.698!.160 %.000 %69.$80 776.$18 !08.$$011.580 %!.000 %!.160 88.!09 $6.!0!.160 %1.000 %!.160 776.$18 !.160

11.580 0.000 0.000 88.!09 0.000

!.160 1.000 !.160 776.$18 !.160

11.580 !.000 !.160 88.!09 $6.!0!.160 .000 69.$80 776.$18 !08.$$010.!00 $.000 $0.799 !65.!86 16.197

m$

m$

m$

7.7ENT

)

)

)

-0*5B.+S*5B.+S.,+!

-!.- -!.-.-5!0

0.000

1.000

!.000

.000

$.000

5.000

6.000

7.000

$.000

5.000

6.000

7.000

7/24/2019 Arisedit3

76/167

15.18$ 5.000 75.9!! !18.81 79.610$.865 6.000 !9.19! !8.79$ 175.15$5.760 7.000 $0.!0 11.9$$ !8!.!$01.095 8.000 8.760 0.58$ 70.0800.891 8.500 7.570 0.177 6$.$60.1$ 9.000 1.!89 0.006 11.5970.1$7 9.!16 1.5 0.00$ 1!.$66

0.000 9.$! 0.000 0.000 0.000

!1!.97$ %5!.$5 56$8.0$6 188.915

5$9.$01

%0.95 m.

$856.69!

1!17

1!!67$.56!

0.65

1 = ! = = $ =

m!

m$

m$

m$

0.000.000

1.000

!.000

.000

6 8 10 1!

WL

7/24/2019 Arisedit3

77/167

7/24/2019 Arisedit3

78/167

10.00 15.00 !0.00

DWL

7/24/2019 Arisedit3

79/167

5 10

7/24/2019 Arisedit3

80/167

7/24/2019 Arisedit3

81/167

5

5

7/24/2019 Arisedit3

82/167

5 10

WL

W

7/24/2019 Arisedit3

83/167

5 10

5 10

WL 5

7/24/2019 Arisedit3

84/167

! $ 6 8 10

WL 2$&

WL 2

7/24/2019 Arisedit3

85/167

5 10

5 10

W" #$

7/24/2019 Arisedit3

86/167

! $ 6 8 10

WL #

! $ 6 8 10

9" $4

7/24/2019 Arisedit3

87/167

! $ 6 8 10

WL

WL

7/24/2019 Arisedit3

88/167

1.00 !.00 .00 $.00 5.00 6.00 7.00 8.00 9.00 10.00

1$ 16 18 !0

7/24/2019 Arisedit3

89/167

7/24/2019 Arisedit3

90/167

!5.00

7/24/2019 Arisedit3

91/167

15 !0

WL &$&

7/24/2019 Arisedit3

92/167

WL &

7/24/2019 Arisedit3

93/167

10 15

10 15

WL *$&

7/24/2019 Arisedit3

94/167

15 !0 !5

*

5$&

7/24/2019 Arisedit3

95/167

15 !0 !5

15 !0 !5

7/24/2019 Arisedit3

96/167

1! 1$ 16 18 !0

7/24/2019 Arisedit3

97/167

15 !0 !5

15 !0 !5

7/24/2019 Arisedit3

98/167

1! 1$ 16 18 !0

1! 1$ 16 18 !0

&

7/24/2019 Arisedit3

99/167

1! 1$ 16 18 !0

$&

$2&

7/24/2019 Arisedit3

100/167

11.00 1!.00 1.00 1$.00 15.00 16.00 17.00 18.00 19.00 !0.00

7/24/2019 Arisedit3

101/167

7/24/2019 Arisedit3

102/167

7/24/2019 Arisedit3

103/167

!5

7/24/2019 Arisedit3

104/167

7/24/2019 Arisedit3

105/167

!0 !5

!0 !5

7/24/2019 Arisedit3

106/167

7/24/2019 Arisedit3

107/167

7/24/2019 Arisedit3

108/167

7/24/2019 Arisedit3

109/167

7/24/2019 Arisedit3

110/167

7/24/2019 Arisedit3

111/167

7/24/2019 Arisedit3

112/167

7/24/2019 Arisedit3

113/167

7/24/2019 Arisedit3

114/167

TABEL PERHITUNGAN HIDROSTATIK

) = 0.$716666667

) = 0.!58

NO WL LUAS WL FS HASIL KALI I FM HASIL KALI II OF HASIL KALI III

I II III II*III = IV V IV*V=VI VI IV*VI = VII

0 409.379 0.5 204.690 0 0.000 -1.419 -290.547

0.25 549.401 2 1098.802 1 1098.802 -0.953 -1046.813

0.5 617.152 1 617.152 2 1234.304 -0.789 -487.006

0.75 661.813 2 1323.627 4 5294.507 -0.718 -950.894

1 683.427 1.5 1025.140 5 5125.699 -0.638 -653.540

1.5 707.855 4 2831.421 6 16988.529 -0.562 -1592.175

2 723.614 2 1447.229 7 10130.602 -0.585 -846.676

2.5 734.514 4 2938.055 8 23504.443 -0.630 -1849.614

3 743.509 2 1487.018 9 13383.163 -0.683 -1015.769

3.5 752.866 4 3011.466 10 30114.658 -0.754 -2271.222

4 763.665 2 1527.331 11 16800.637 -0.910 -1389.9584.5 778.849 4 3115.396 12 37384.750 -1.229 -3830.029

5 799.798 2 1599.597 13 20794.755 -1.785 -2854.910

5.5 828.645 4 3314.581 14 46404.136 -2.624 -8698.602

6 857.359 1 857.359 15 12860.380 -3.388 -2904.543

26398.863 241119.365 -30682.296

o&'e =

= $150.$88

o&'e )a*ca*+a* = LWL > B > T > "

= $11!.190

Koreksi o&'e =

= %0.91

71

=

12

= 13

=

m

m

(Vol . rancVol . )Vol . ranc

x100

1

3x T

12x

61

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PERHITUNGAN VOLUME KAPAL

) 0.472

) 0.236

No WL Luas FS Produ!

0"0#$% 0$' (0"$)#'#"'

0.25 549.401 2 10#$0(1&"

0.5 617.152 1 )1&$1'1#1"

0.75 661.813 2 1%(%$)()))

1 683.43 1.5 10('$1%#"

1.5 707.855 $ (%1$"(1"&

2 723.614 2 1""&$((')

2.5 734.514 4 (#%$0''"1"

3 743.509 2 1"&$010)

3.5 752.866 4 %011$")''

4 76.665 ! 1'(&$%%0)'#

4.5 778.849 4 %11'$%#'1&5 799.798 2 1'##$'#)'"

5.5 828.645 4 %%1"$'111&

6 857.359 1 '&$%'))'

: 26398.8627

o&'e =

= $150.$88

o&'e )a*ca*+a* = LWL > B > T > "

= $11!.190

Koreksi o&'e =

= %0.91

(Vol . rancVol . )Vol . ranc

x10

1

3x T

12x

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7/24/2019 Arisedit3

117/167

GADING 0 GADING 0$'

NO$ WL ORDINAT FS HASIL KALI NO$ WL ORDINAT FS HASIL KALI

I II III II * III = IV I II III II * III = IV

0 0 1 0.000 0 0 1 0.0000.25 0 4 0.000 0.25 0 4 0.000

0.5 0 1 0.000 0.5 0 1 0.000

& = 0.2358333 0.000 & = 0.2358333 0.000

A = 0.000 A = 0.000

NO$ WL ORDINAT FS HASIL KALI NO$ WL ORDINAT FS HASIL KALI

I II III II * III = IV I II III II * III = IV

0.5 0 1 0.000 0.5 0 1 0.000

0.75 0 4 0.000 0.75 0 4 0.000

1 0 1 0.000 1 0 1 0.000

& = 0.2358333 0.000 & = 0.2358333 0.000

A = 0.000 A = 0.000NO$ WL ORDINAT FS HASIL KALI NO$ WL ORDINAT FS HASIL KALI

I II III II * III = IV I II III II * III = IV

1 0 1 0.000 1 0 1 0.000

1.5 0 4 0.000 1.5 0 4 0.000

2 0 1 0.000 2 0 1 0.000

& = 0.4716667 0.000 & = 0.4716667 0.000

A = 0.000 A = 0.000

NO$ WL ORDINAT FS HASIL KALI NO$ WL ORDINAT FS HASIL KALI

I II III II * III = IV I II III II * III = IV

2 0 1 0.000 2 0 1 0.000

2.5 0 4 0.000 2.5 0 4 0.000

3 0 1 0.000 3 0 1 0.000& = 0.4716667 0.000 & = 0 0.000

A = 0.000 A = 0.000

NO$ WL ORDINAT FS HASIL KALI NO$ WL ORDINAT FS HASIL KALI

I II III II * III = IV I II III II * III = IV

3 0 1 0.000 3 0 1 0.000

3.5 0 4 0.000 3.5 0 4 0.000

4 0 1 0.000 4 0 1 0.000

& = 0.4716667 0.000 & = 0 0.000

A = 0.000 A = 0.000

NO$ WL ORDINAT FS HASIL KALI NO$ WL ORDINAT FS HASIL KALI

I II III II * III = IV I II III II * III = IV

4 0 1 0.000 a 0 1 0.0004.5 0 4 0.000 , 0.2667 4 1.067

5 0 1 0.000 5 1.91 1 1.910

& = 0.4716667 0.000 & = 0.2471 2.977

A = 0.000 A = 0.490

NO$ WL ORDINAT FS HASIL KALI NO$ WL ORDINAT FS HASIL KALI

I II III II * III = IV I II III II * III = IV

5 0 1 0.000 5 1.91 1 1.910

5.5 2.313 4 9.252 5.5 3.0702 4 12.281

6 3.71 1 3.710 6 4.12 1 4.120

& = 0.4716667 12.962 & = 0.4942 21.288

A = 4.076 A = 7.014

NO$ WL ORDINAT FS HASIL KALI NO$ WL ORDINAT FS HASIL KALI

I II III II * III = IV I II III II * III = IV

6 3.71 1 3.710 6 4.12 1 4.120

6.5 4.3544 4 17.418 6.5 4.6875 4 18.750

0.85 4.7162 1 4.716 0.85 5.0395 1 5.040

& = 0.35 38.806 & = 0.35