perhitungan design kapal

8/19/2019 perhitungan design kapal

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Jarak antar station ( hLpp)hLpp = Lpp/20

= 85/20UKURAN UTAMA KAPAL hLpp = 4.25 Mete(Oil Tanker)

LPP = 85 Meter Breacdth (B) = 14 Meter Vsip = 1/! " hLpp " #1

$i%ht ($) = & Meter = 1/! " 4.25 " 412rat (*) = '.14 Meter Vsip = 58!8.1&! M!

= 0.8Vs = 10 +not

Lc,sip = #2 / #1 " hLppPerhitungan data awal MV. Sultan Syarif h!"i# $$$ = -50&.!08 / 4121

Lc,sip = -0.52!1. tentkan LL(e%ht o ater ine)

LL = LPP (( 2- 5) 3 LPP) %.&.% Men'ari k!rek"i V!lu#e SA dan = 85 ( 53 85) +oreksi Voe ispaceent

LL = 86.250 Meter Vdisp = 5841.'2& M!

2. *etkan Ldsip (e%ht o ispaceent)

= 1/2 " ( LL LPP) koreksi 7oe = Vsim = 1/2 " (86.250 85) Vd

= 8&.125 Meter = 285.84! eet 1 eet = 0.!048 Meter = 58!8

584!. enentkan har%a Vs / Ldisip %na encari 3 asan per station dari ta,e 9:P

= 10 / 285.84! koreksi 7oe = - = 0.561 9ote Ldisp daa satan t

4. enentkan har%a coeesien ,ock (, />) +oreksi titik tekan ean?an%

= 0.&8 Ldisp = 8Lc,disp = e " L

= 2.123;an% ditarik %aris rs dari har%a Vs/ Ldisp Lc,disp = 1.85'

Lc,9:P = Lc,d = 1.85'

= e = 2 = (8&.125 " 0.&8) / 85 = 0.800

koreksi Lc, = Lcbs

= Lp = (85 0.800) / 86.250 = 0.&'1 = = -0.

8

5. *entkan coeesien idship ( M ata A) = -

ata A = 0.66 didapatkan dari pe,acaan %raik 9:P

C *C9:DECM:F :.'. *entkan as Midship ( id ata G)

G = ( B " * " A) Cs JE$E ata PCE$:+ = ( 14 " '.14 " 0.660)

G = 85.100 *!h!w +a, A ."> A H

&. Men%hitn% Cadis Bi%a pada Midship ( *anpa Cise o Door)C = ?ari- ?ari ,i%a = 0.66 " 10

= 1/2I(B"*)-id/(1-1/4K) 0.&80.66 = 1/2I(14"'.14)-84.241/(1-1/4K)

= 1.414 Meter = 55.6!22

8. ooisien Midship ()/(A) 9E Las (3) id LasA () = id / (B " *) F FF (F F

= 85.100/(14 " '.14) 0 85.100 0 = 0.66 5.8&8 85.100 5.0

P 11.684 85.100 10.1 2'.661 85.100 22.

6. ?arak antara ispacent ( hdisp) 2 44.'2& 85.100 !&.

= ! '1.424 85.100 52.

,pp

Ldisp

Ldisp

Vs/ Ldisip

a. ntk >disp (,disp),disp

9ote $ar%a ,disp didapatkan dari pe,acaan %eraik 9:P

,. ntk ,pp,pp (Ldisp " ,disp) / Lpp

c. ntk ,, (LPP " ,pp) / LL

M2

hdisp Ldisp / 20


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Hpp = Hdisp " ( disp / pp) = 0.&8 " (8&.125 / 85) = 0.800

ata Hpp = ,pp / c0.800 / 0.660

Hpp = 0.808

Jarak antar station ( hLpp)9o Las (3) hLpp = Lpp/200 0 = 85/201 16 hLpp = 4.25 Meter2 41.6&8! '!.!24 80.6'5 Vsip = 1/! " hLpp " #15 61.40& = 1/! " 4.25 " 4124.6' 6'.64 Vsip = 584!.'14 M!& 66.'058 1006 100 Lc,sip = #2 / #1 " hLpp10 100 = 1882.221 / 4124.611 100 Lc,sip = 1.6!612 1001! 100 %.&.% Men'ari k!rek"i V!lu#e SA dan L'14 100 +oreksi Voe ispaceent 15 66.5011' 6' Vdisp = 5841.'2& M!1& 84.518 '!.06 koreksi 7oe = Vsimp 16 !1.08& Vdisp20 0

= 584!.'5841.'

koreksi 7oe = 0.0

+oreksi titik tekan ean?an% (L

Ldisp = 8&.1Lc,disp = e " Ldis

= 2.123 "Lc,disp = 1.85'Lc,9:P = Lc,disp

= 1.85'

e = 2.1!

koreksi Lc, = LcbsimLpp

= = -0.449E Las (3) id Las () D: Prodct F DM Prodct FF 85

F FF (F FF)/100 Las " D: Prodct F " DM 0 85.100 0 0.5 0 -11.0 0 = 0.0 '.62! 85.100 5.861 2 11.&8! -10.5 -12!.&!5 P 14.!'5 85.100 12.225 1.5 18.!51 -10 -18!.51!

1 !4.&'8 85.100 26.588 4 118.!50 -6 -10'5.152 9E Las (3) id2 5'.851 85.100 48.!80 2 6'.&'0 -8 -&&4.08! F FF! &5.&1& 85.100 '4.4!5 4 25&.&41 -& -1804.185 0 85.10

4 88.!4! 85.100 &5.180 2 150.!'0 -' -602.156 5.8&8 85.105 65.1&6 85.100 80.66& 4 !2!.686 -5 -1'16.64& P 11.684 85.10' 68.8!2 85.100 84.10' 2 1'8.212 -4 -'&2.848 1 2'.661 85.10& 66.8&6 85.100 84.66& 4 !!6.688 -! -1016.6'4 2 44.'2& 85.108 100 85.100 85.100 2 1&0.200 -2 -!40.400 ! '1.424 85.106 100 85.100 85.100 4 !40.400 -1 -!40.400 4 &'.2&! 85.1010 100 85.100 85.100 2 1&0.200 0 0.000 5 8&.!5! 85.1011 100 85.100 85.100 4 !40.400 1 !40.400 ' 64.1!! 85.1012 100 85.100 85.100 2 1&0.200 2 !40.400 & 68.24 85.101! 100 85.100 85.100 4 !40.400 ! 1021.200 8 66.&!5 85.1014 66 8'1 85 100 84 682 2 1'6 6'! 4 '&6 854 6 100 85 10

1 2 ! 4 5 ' & 8 6 10 11 12 1! 14 15 1' 1& 18 16 20 21

0

20

40

'0

80

100

120

-rafik SA Awal

Stati!n

M

e t e r


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1 2 ! 4 5 ' & 8 6 10 11 12 1! 14 15 1' 1& 18 16 20 21 22 2!

0

20

40

'0

80

100

STAT$ON

L U A S A N


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:tation Las 2* /2*(:t) () 0 12.28 0 5.002 12.28 0.40& P 10.168 12.28 0.8!0

1 22.6'6 12.28 1.8&02 !&.6&8 12.28 !.06!! 52.2&2 12.28 4.25&4 '4.608 12.28 5.28'

5 &4.!!& 12.28 '.054' 80.10& 12.28 '.52!& 8!.'02 12.28 '.8088 84.8&4 12.28 '.6126 85.100 12.28 '.6!010 85.100 12.28 '.6!011 85.100 12.28 '.6!012 85.100 12.28 '.6!01! 85.100 12.28 '.6!014 85.100 12.28 '.6!015 85.100 12.28 '.6!0

1' 84.4!! 12.28 '.8&'1& 80.6&6 12.28 '.564

18 ''.!01 12.28 5.!6616 !!.!8' 12.28 2.&16DP 0 12.28 0

@ dan c)

%an aa)

a < 0.1 3

Menentkan p (ooisien Prisatic Dore)

p = Hpp N(1.4 Hpp) " eO e = Letak titik ean?an% 9:P

= 0.800 N(1.40.800)"(2.1!3)O e = 2.1!3p = 0.84'

pa = Hpp - N(1.4 Hpp) " eO = 0.800 - N(1.40.800)"(2.1!3)O

pa = 0.&5!

Jadi dari niai p=0.84' dapat kita ketahi sdt askn;a !8! = 41Prodct FF

rodct F " D $ar%a ! erpakan ketentan0

-105.058 :tation B/2 D: $asi-15!.06' :t (B/2 " D:)-82'.86' 0 0.5 0-'0&.'41 2.6'4 2 5.628

-14'!.'11 P !.4'5 1.5 5.16&5&&8 600 1 4 266 4 1& 16'

-rafik A&T

STAT$ON


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sip = 2/! " hLpp " # = 2/! " 4.25 " !6&.102

sip 1055.2!4 MQ

Menentukan wl dan Awl

=1/!(2/!)" c, =1/!(2/!)" 0.&'1

= 0.841

= L " B " = 86.250 " 14 " 0.841

= 1050.&&

koreksi = sip - " 1003

= 1125.121 - 1050.&& " 10031050.&&

koreksi = 0.425 3 koreksin;a eenhi karena < 0.53

@ dan c) %an aa)

a < 0.1 3


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1


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1A1 $V

P/R/NANAAN A3AK KAPAL

Cencana R ari se,ah kapa dapat dideenisikan se,a%ai %a,aranpenent dari ran%-ran%ker?a@ ran% atan@ dan ran% akoondasi sesai den%anperaatann;a@n%sin;a@dan ke,than serta tedapatn;a koordinasi antara okasi dana intas ?aan kear ask. $a ;an% per diperhatikan dan diperti,an%kan daa

erancan% se,ah ran% adaah ken;aanan saah sat ,entk ken;aanan adaahkran ,esarn;a ran%an. +en;aanan dapat dipen%arhi kesehatan@ oti7asi dancara ker?a ;an% kedian dapat ,erpen%arh pada eektiitas ker?a daa kapa.

PEREN(ANAAN A)AK KAPAL

"er*iraan +an ,ulah "a+a !u!unan a-a* *a"al

/erda!ar"a# et*re $# !hi- de!ig# a#d !hi- the$r: $eh herad -h$e! *#t*" -er"iraa# *mah aa" "a-a di-a"ai "$efe!ie#,"$efe!ie# !e/agai /eri"*t

1. (!t = $oei$ient or !te-ar+ De"erteant %1/# 0 1/2 ' Diam/i = 1.'5

2. (+* = $oei$ient or De$* De"erteant % 11/2 0 13/2' Diam/i = 14.5

'. (eng = (oei$ient or Engine De"erteant % 4/2 0 11 ' Diam/i = 11

4. ($a+et = ,ulah Ka+et Dite#t*"a# !e*mah 2 $ra#g

5. ; =

== '.06

6. BHP = 1291.250


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tan%an 9akhoda@tidak ada ;an% ain. Jadi apapn ;an% ter?adi diatas kapaen?adi tan%%n% ?aa, 9akhoda@ kecai per,atan kriina

a Mualim I/Chief Officer/Chief Mate = 1 Eran% ,ert%as pen%atr atan@ persediaan air taar dan se,a%ai pen%atr arah na7i%asi

, Mualim 2/Second Officer/Third Mate = 1 Eran%

/ert*ga! !e/agai -e#gat*r memeri"!a memeihara !em*a aat aat "e!eamata#kapa dan ?%a ,ert%as se,a%ai pen%atr arah na7i%asi.

c Markonis/Radio Officer/Spark = 1 Eran%

/ert*ga! !e/agai $-erat$r radi$%"$m*#i"a!i !erta /erta#gg*#g aa/ me#agakeseaatan kapa dari ara,aha;a ,aik it ;% di ti,kan dari aa seperti ,adai@ada kapa ten%%ea@ d.

%

a. F (e-aa amar Fe!i#)%hief +#gi#eer = ! Eran%

-im-i#a# da# -e#a#gg*#g aa/ ata! !em*a me!i# a#g ada di "a-a /ai" it*esin indk esin ,ant@ esin popa@ esin crane@ esin sekoci@ esin kedi@esin reeTer@ d.

6.

a B$at!ai# % (e-aa eara!i) = 1 Eran%, G*arter Fa!ter (


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a Ppan (?r popa) =, Boatsain (kapaa ker?a ,aahan) =c :eaen (?rdi) =

5 :teard eparteenta hie ook (?r asak) =, sissten ook (asisten ?r asak) =c =

d adet (pe,ant) =*ota ?ah aak kapa =


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1

10

01

1110

11


14/293

012

100

214


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1A1 V

P/R2$TUN-AN KONTRUKS$

7.4. Perhitungan *arak -ading

. Jarak adin% 9ora

:ekat erk Britan ata ter Peak Bkhead dn%an :ekat *,rkan ata oision Bkhead@ ;an% ,er?arak 0@0' dari DP eiiki ?arak aksi 1000 . Jarak %adin% ini ditentkandena%n persaaan ,erikt

L = LPPL = 85 eter

a0 = L / 500 0@48 ()a0 = 85 / 500 0@48 ()a0 = 0.'5

$ar%a a0 dia,i se,esar se,a%ai ,erikt a. Pada ran% at = 5&4 @ irencanakan di%a,ar 0@5&4

,. Pada kaar esin =

Menrt B+F 7o FF section .1.1.2. ?arak antara 2 %adin% ;an% terdapat di,eakan%,ritan dan didepan sekat t,rkan tidak ,oeh ee,ihi '00 .

B. Jarak adin% iar :ekat ?arak antara 2 %adin% ;an% terdapat i,eakan% :ekat erk Britan dan idepan

:ekat *,rkan tidak ,oeh ee,ihi '00 .

7.& Sekat Keda5 Air

sea kapa hars epn;ai sekat-sekat kedap air ;an% eipti sekat t,rkansekat ta,n% poros ,ain%-,ain%@ dan sekat eintan% kedap air pada ?n%- ?n% kaar esin.Pada kapa den%an kaar esin di ,eakan%@ sekat ta,n% poros ,ain%-,ain% erpakan sekat,eakan% kaar esin.

. Jah :ekat +edap ir Jah sekat kedap air ,er%antn% dari pan?an% kapa@ ;an% ana ,atas

inin;a seperti ,erikt ini pan?an% kapaL W '5 ! Bah'5 W L W 85 4 BahL X 85 4 Bah 1 sekat setiap perta,ahan 20aa ha ini aka ?ah sekat kedap direncanakan se,an;ak 5 ,ah

7.&.4. Sekat Turukan

Lc = 6'3 " LPP = 6'3 " 85

= 81.'

= 0@05 LcW " W 0@08 Lc

Jarak %adin% nora ata a9 erpakan ?arak antara 2 %adin% ;an% teretak antara

≤ '00


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= 5.&12


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1A1 V$$

P/R/NANAAN TAN-K$ : TAN-K$

;.4. Tangki 1ahan 1akar

7.1.1. Tangki Bahan Bakar HFO

Motor diese C*:FL en%%nakan ,ahan ,akar $DE den%an ME

a. Berat Bahan Bakar - Cadis Pea;aran

Cte Pea;aran ire,on - :in%apra: = &!& i at

- a;a otor indk ;an% diperkanPB B$P = 1261.25 $p = 655.5! k

- +onssi ,ahan ,akar :DE = 160 %/B$Ph

- +ecepatan inas

Vs = 10 +not

- +onstanta Pena,ahan ,ahan ,akar se,esar 1@! sapai den%an 1@5ia,i se,esar

$DE === 25.!14 *on

b. Volume tangki penyimpan

Berat spesiik

0.650

V =25@!14 / 0@65

2'.'4' 2.''5

9o Jarak seten%ah e,ar (1/2B)Drae L 1 L 1.& L 2.4 D: " D:

4 6 4 ()24 2.'2 !.1! 12.52 !.' 4.!& 1 4.!&25 2.84 !.!' 1!.44 !.82 4.'6 4 18.&'2' !.0' !.'1 14.44 4.05 5.0! 2 10.0'2& !.26 !.8' 15.44 4.28 5.!& 4 21.4828 !.52 4.08 1'.!2 4.4' 5.'& 1 5.'&

htot '0.!4

$DE = 2 "1/! " h " htot h = 0.&= 2 " 1/! " 0@& " '0.!4

= 28.15'

= 14.0&8

c. Kapasitas setting tank untuk HF

Voe tan%ki

Vstt = 5@6 " PB= 5@6 " 1261@25= &'18.!&5 Liter

PB " :DE " (:/Vs) " 10-' " 1@4

1261@25 " 160 " (&!&/10) " 10 -' " 1@4

ρ = *on/!

$DE / ρ

*on/!

!

!


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= &.'18

Peeriksaan Perhitn%an$ = 24 Ja

Vstt =

Vstt =Vstt = 1.808

d. Kapasitas ser!ice tank

$ = 24 Ja

Vstt =

Vstt =

Vstt = 1.808

7.1.2. Tangki Bahan Bakar MDO

a. Berat Bahan Bakar

ME = (10-203)" $DE= 203 " 25@!14= 5.0'! *on

b. Volume tangki penyimpan

Berat :pesiikρ = 0.85V =

= 4@55& / 0@85

= 5.65'

= '.164

9o Jarak seten%ah e,ar (1/2B)Drae 4.1 4.' 5.1 D: " D:

4 6 4 ()24 1.46 1.5' '.24 1.'1 1.5' 1 1.5'25 1.'1 1.'& '.'8 1.&1 1.'& 4 '.'&2' 1.&1 1.&& &.08 1.86 1.&8 2 !.5'2& 1.82 1.8' &.44 1.88 1.8' 4 &.4!28 1.62 1.64 &.&' 1.6' 1.64 1 1.64

htot 21.15

VME = 2 " 1/! " h " htot h = 0.5= 2 " 1/!" 0.5 " &2.02

'.16 = &.050

= !.525

c. Kapasitas ser!ice "ank

$ = 10 Ja

Vs7t ==

= 1.808

!

(PB " :DE " 10-' " $) / ρ

(1261@25 " 160 " 10-' " & ) / 0@65

!

(PB " :DE " 10-' " $) / ρ

(1261@25 " 160 " 10-' " & ) / 0@65

!

*on/!

ME / ρ

!

!

!

!

(PB " :DE " 10-'

" $) / ρ(1261@25 " 160 " 10-' " & ) / 0@65

!


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;.&. Tangki Minyak Pelu#a"

7.2.1. Lube Oil

:esai spesiikasiY = 1.4 %/B$Ph Y = (1@2-1@') %/B$Ph

Berat ?enis in;ak peas

ρlo = 0.6

:ehin%%aa. Berat in;ak peas

o === 0.1!! *on

58!6,. Voe tan%ki in;ak peas

Vco =

= 0.1!!0.6

= 0.148P = 0.&00

Vco = 0@148(0@148"(43)) L = 0.440= 0.154 * = 0.510

0.15&

;.%. Tangki Air Tawar ( 0re"h 3ater Tank)

7.3.1. Perhitungan Umuma. Jah aak kapaZc = 14 oran%

,. Cadis pea;aran: = &!& i at

c. +ecepatan dinas kapaVs = 10 +not

d. Laa akt ,era;ar * = :

(Vs " Z)

= &!&(10 " 14)

= 5 $ari

7.3.2. Kebutuhan Untuk Makan Dan minum+e,than Pea;aran

+e,than air ntk akan dan in peroran% sathari antara 10-20 +% oran%/hari.

d = 20 +% oran%/hari.

d (Bera;ar)

*on/!

PB " Y (:/Vs)"10-'

1261@25 " 1@4 "(&!&/10)"10-'

0

ρ o

!

!


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= Zc " * " d= 14 " 5@2'4 " 15= 14&4.0 k% = 1.4&4 *on

+e,than Bersandar +apa daa pea;aran akan sin%%ah seaa 2 hari ntk

eakkan ,on%kar at@ aka ke,than air taar adaah

d (Bersandar)= 2 " 20 " 14= 5'0 +%= 0.5' *on

+e,than tota air taar ntk akan dan ind = d (Bera;ar) d (Bersandar)

= 1105@5 0@42= 14&4.' *on

1.4&45'7.3.3. Kebutuhan untuk anitari

+e,than air ntk sanitari (Mandi dan ci) peroran% 1 hari antara

'0 - 200 k% oran%/hari.s = 200 k% oran%/hari

+e,than ,era;ar s (Bera;ar)

= Zc " * " d= 14 " 5@2' " 20= 14&4 k%= 1.4&4 *on

+e,than sandar

+apa daa pea;aran akan sin%%ah seaa 2 hari ntkeakkan ,on%kar at@ aka ke,than air taar adaahs (Bersandar)

= 2 " 20 " 14= 5'00 k%= 5.' *on

+e,than tota air taar ntk sanitaris = +e,than ,era;ar ke,than ,ersandar

= &.0&4 ton

7.3.!. Kebutuhan untuk memaak +e,than air ntk keperan easak peroran% sat hari antara !-4 k%

oran%/hari. ia,i c = 4 k% oran%/haric (Bera;ar)

= Zc " * " c= 14 " '@14 " 4= 280 k%= 0.280 *on

+e,than sandar +apa daa pea;aran akan sin%%ah seaa 2 hari ntk

eakkan ,on%kar at@ aka ke,than air taar adaahs (Bersandar)

= 2 " 4 " 14


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= 112 k%= 0.112 *on

+e,than tota air taar ntk sanitaric = +e,than ,era;ar ke,than ,ersandar

= 0.!62 k%= 0.000!6 *on

7.3.". Kebutuhan untuk item #en$ingin m%t%r in$uk $an m%t%r bantu ke,than resh ater ntk pena,ahan ?aket ater pada otor indk dan

otor ,ant adaah 2-5 %ra/B$Phr. aa perencanaan ini dia,i se,esar 5 %ra/B$Phr.

c = 5 %ra/B$Phr

a. Rntk otor indk ? MU = PB " c

= 1261@25 " 5

= '45'.25 %r/?a

,. Rntk otor ,antMotor ,ant ;an% ,eker?a ea;ani kapa direncanakan ,er?ah 5 ,ah

den%an da;a asin%-asin% se,esar 400 $P

? U = PB " c= 400 " 5= 2000 %r/?a

aa pea;aran

* = : / Vs= &!& / 10= &!.& Ja

:ehin%%a ke,than tota air taar ntk siste pendin%inan otor indkdan otor ,ant adaah se,a%ai ,erikt

? =

== 0.'2! +%

7.3.&. '%lume tangki air ta(ar

+e,than tota air taar = d s c ?

= 14&4 14&4 !44 0@'2!= 65'!.&8' +% 6.5'4 *on

Berat ?enis air taar ρ = 1

Voe air taar V = / [ P= 2.400

= !262@4'! / 1000 L= 2.800 1.4

= 6.5'4 *= 1.450

*ot = 6.&44

;.6. Tangki Air 1alla"t

(? otor indk ? otor ,ant) " * " 10-'

'45'@25 2000 " &!@& " 10-'

+%/!

+%/!


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,aast == 5684@26& " 103= 568.4!0 *on = 5684!0 +%

:ehin%%a

Vt, =

= 568@4!0 / 1@025= 58!.8!4

a. Voe tan%ki ,aast pada dasar %anda - *an%ki ,aast FFF

9o Jarak seten%ah e,ar (1/2B)Drae L 0 L 0@5 L 1 D: " D:

4 6 4 ()28 2 4.44 1&.&' 5.02 4.1! 1 4.1!!0 2.2! 4.86 16.5' 5.45 4.54 4 18.1'!2 2.4' 5.!! 21.!2 5.81 4.6! 2 6.8'!4 2.& 5.'6 22.&' '.06 5.2' 4 21.0!!' 2.64 5.68 2!.62 '.!1 5.5! 2 11.0'!8 !.21 '.20 24.80 '.48 5.&5 4 22.6640 !.46 '.!5 25.40 '.56 5.61 2 11.8!42 !.&& '.4' 25.84 '.'' '.05 4 24.1844 4.04 '.5! 2'.12 '.&2 '.15 2 12.264' 4.26 '.58 2'.!2 '.&& '.2! 4 24.6248 4.54 '.'1 2'.44 '.82 '.!0 2 12.'050 4.&6 '.'! 2'.52 '.85 '.!' 4 25.4452 5.0' '.'5 2'.'0 '.86 '.4! 2 12.8554 5.!4 '.'' 2'.'4 '.61 '.48 4 25.6!

5' 5.56 '.'' 2'.'4 '.64 '.5! 1 '.5!htot 24!.80

Vt, ! = 2 " 1/! " h " htot h = 1.!0= 2 " 1/!" 1@! " 24!@80= 211.265

= 105.'4&

- *an%ki ,aast FF

9o Jarak seten%ah e,ar (1/2B)Drae L 0 L 0.5 L 1 D: " D:

4 6 4 ()5' 5.56 '.'' 2'.'4 '.64 '.5! 1 '.5!58 5.56 '.'' 2'.'4 '.64 '.5! 4 2'.11'0 5.56 '.'' 2'.'4 '.64 '.5! 2 1!.0''2 5.56 '.'' 2'.'4 '.64 '.5! 4 2'.11'4 5.56 '.'' 2'.'4 '.64 '.5! 2 1!.0''' 5.56 '.'' 2'.'4 '.64 '.5! 4 2'.11'8 5.56 '.'' 2'.'4 '.64 '.5! 2 1!.0'&0 5.56 '.'' 2'.'4 '.64 '.5! 4 2'.11

&2 5.56 '.'' 2'.'4 '.64 '.5! 2 1!.0'&4 5.56 '.'' 2'.'4 '.64 '.5! 4 2'.11&' 5.56 '.'' 2'.'4 '.64 '.5! 2 1!.0'&8 5.56 '.'' 2'.'4 '.64 '.5! 4 2'.11

\ " 103

,aast / ρair at

*on/!

!

!


23/293

80 5.56 '.'' 2'.'4 '.64 '.5! 2 1!.0'82 5.56 '.'' 2'.'4 '.64 '.5! 4 2'.118' 5.56 '.'' 2'.'4 '.64 '.5! 1 '.5!

htot 2&4.16

Vt, 2 = 2 " 1/! " h " htot h = 1.4= 2 " 1/!" 1@4 " 2&4@16

= 255.611

= 12&.655

- *an%ki ,aast F

9o Jarak seten%ah e,ar (1/2B)Drae L 0 L 0@5 L 1 D: " D:

4 6 4 ()8' 5.56 '.'' 2'.'4 '.64 '.5! 1 '.5!88

5.56 '.'' 2'.'4 '.64 '.5! 4 2'.1160 5.56 '.'' 2'.'4 '.64 '.5! 2 1!.0'62 5.56 '.'' 2'.'4 '.64 '.5! 4 2'.1164 5.56 '.'' 2'.'4 '.64 '.5! 2 1!.0'6' 5.54 '.' 2'.40 '.6 '.4& 4 25.8668 5.4' '.5 2'.00 '.81 '.!8 2 12.&'100 5.! '.!! 25.!2 '.'' '.21 4 24.85102 5.04 '.06 24.!' '.42 5.6& 2 11.64104 4.'& 5.&5 2!.00 '.12 5.'! 4 22.5!10' 4.24 5.!4 21.!' 5.& 5.22 2 10.4!108 !.&' 4.8 16.20 5.11 4.'8 4 18.&1110 !.21 !.68 15.62 4.!! !.61 2 &.82

112 2.5 2.6' 11.84 !.!! 2.65 4 11.&8114 1.5! 1.8' &.44 2.2 1.8' 1 1.8'htot 2!!.45

Vt, 1 = 2 " 1/! " h " htot h = 1.4= 2 " 1/! " 1@4 " &2.02= 21&.884

= 108.642

Jadi 7oe tota tan%ki Baast adaahVtot = Vt,1 Vt,2 Vt,!

= 21&@884 255@611 [email protected]!0 = '85.06

Perencanaan ter Peak *ank Jarak seten%a

4.! 5@P = 2.125 4L = 5.' 0.00 0.68* = 1.8 1.06 !.!1

Jh = 21.420 42.840 !.04 4.28

Vap ==

!

!

!

!


24/293

=

Perencanaan Dore Peak *ank Jarak seten%a

1 2@P = !.1 4L = 2.1 0.00 0

* = 2.5 0.4' 1.25Jh = 1'.2&5 !2.550 2.42 2.8!

568.4!0 = '85@06 20@602 20@602 Vp 1 == &22.&84 =

=

Vtot =

58!.8!4 =

;.7. Tangki Ruang Muat

A. V!lu#e ruang #uat $$$

*eretak pada %adin% 28-5'Lasann;a

9o Jarak seten%ah e,ar (1/2B)Drae L 1 L 4 L & D: " D:

4 6 4 ()28 5.02 '.2! 24.62 '.80 48.66 1 48.66!0 5.45 '.!5 25.40 '.82 50.2! 4 200.61!2 5.81 '.4' 25.84 '.85 51.!! 2 102.'&!4 '.06 '.55 2'.20 '.8& 52.21 4 208.85!' '.!1 '.'4 2'.5' '.86 5!.01 2 10'.0!!8 '.48 '.&2 2'.88 '.61 5!.'6 4 214.&&40 '.56 '.&& 2&.08 '.6! 54.1! 2 108.2&42 '.'' '.80 2&.20 '.64 54.40 4 21&.'044 '.&2 '.84 2&.!' '.65 54.&1 2 106.414' '.&& '.8& 2&.48 '.6& 54.6' 4 216.8448 '.82 '.60 2&.'0 '.68' 55.21 2 110.4250 '.85 '.6! 2&.&2 '.688 55.41 4 221.'452 '.86 '.65 2&.80 '.665 55.58 2 111.1'54 '.61 '.68 2&.62 '.668 55.&& 4 22!.085' '.64 &.00 28.00 &.00 55.62 1 55.62

htot 2256.55

Voe tan%ki ran% at FFF iaah

h = 1.!Vr ! = 2 " (1/!) " h " htot

= 2 " (1/!) " 1@! " 22'!@55

= 1658

1. V!lu#e ruang #uat $$

!


25/293

*eretak pada %adin% 5' - 8'Lasann;a


4 6 4 ()

5' '.64 &.00 28.00 &.00 55.62 1 55.6258 '.64 &.00 28.00 &.00 55.62 4 22!.'8'0 '.64 &.00 28.00 &.00 55.62 2 111.84'2 '.64 &.00 28.00 &.00 55.62 4 22!.'8'4 '.64 &.00 28.00 &.00 55.62 2 111.84'' '.64 &.00 28.00 &.00 55.62 4 22!.'8'8 '.64 &.00 28.00 &.00 55.62 2 111.84&0 '.64 &.00 28.00 &.00 55.62 4 22!.'8&2 '.64 &.00 28.00 &.00 55.62 2 111.84&4 '.64 &.00 28.00 &.00 55.62 4 22!.'8&' '.64 &.00 28.00 &.00 55.62 2 111.84&8 '.64 &.00 28.00 &.00 55.62 4 22!.'880 '.64 &.00 28.00 &.00 55.62 2 111.8482 '.64 &.00 28.00 &.00 55.62 4 22!.'88' '.64 &.00 28.00 &.00 55.62 1 55.62

htot 2!48.'4

Voe tan%ki ran% at FF iaah h = 0@& " 2h = 1.4

Vr 2 = 2 " (1/!) " h " htot= 2 " (1/!) " 1@4 " 2!48@'4= 2162

. V!lu#e ruang #uat $

*eretak pada %adin% 8' - 114Lasann;a


4 6 4 ()8' '.64 &.00 28.00 &.00 '.66 1 '.6688 '.64 &.00 28.00 &.00 '.66 4 2&.6'

60 '.64 &.00 28.00 &.00 '.66 2 1!.6862 '.64 &.00 28.00 &.00 '.66 4 2&.6'64 '.64 &.00 28.00 &.00 '.66 2 1!.686' '.60 '.6' 2&.84 '.66 '.6' 4 2&.8268 '.81 '.62 2&.'8 '.68 '.61 2 1!.82100 '.'' '.84 2&.!' '.6& '.8! 4 2&.!!102 '.42 '.'6 2'.&' '.6' '.'6 2 1!.!8104 '.12 '.45 25.80 '.85 '.4' 4 25.8510' 5.&0 '.0' 24.24 '.'2 '.06 2 12.16108 5.11 5.52 22.08 '.2' 5.58 4 22.!0110 4.!! 4.85 16.40 5.&5 4.61 2 6.8!112 !.!! 4.00 1'.00 5.11 4.0& 4 1'.26114 2.20 !.01 12.04 4.!' !.10 1 !.10

htot 2'2.&&

!


26/293

Voe tan%ki ran% at F iaah h = 0@& " 2h = 1.4

Vr 1 = 2 " (1/!) " h " htot= 2 " (1/!) " 1@4 " 15'@'8

= 245.2'

Jadi 7oe tota tan%ki ran% at adaahVtot = Vr1 Vr2 Vr!

= 60@&!2 14'@2! 1!'@05

= 4!65.'0

!

!


27/293


28/293


29/293


30/293


31/293


32/293


33/293

e,ar (1/2)B '5 & D: " Ds6 4 ()

!.62 2.85 !.05 1 !.051!.24 !.8' 8.16 4 !2.&41&.12 4.5 11.10 1 11.10

htot = 4'.88'

2 " 1/! " h " htot h = 1.!52 " 1/!" 1@!5 " 4'@88'


34/293

42.16&

e,ar (1/2)B 4.' D: " Ds

6 4 ()0 0 0.00 1 0.00

5 1.5 4.18 4 1'.&011.!2 !.06 10.10 1 10.10

htot = 2'.802

2 " 1/! " h " htot h = 1.82 " 1/!" 1@8 " 2'@802

!2.1'2

'85@06 42@16& !2@1'2

&56.448

!

!

!


35/293


36/293


37/293

B


38/293

= 58!8.!4

\ == '1@!& " 1@025= 5684.!0 *on

,. h = 1'.22

Lasan kapa diatas %aris air terask ,an%nan dapat dicari den%an caraen%kr ,an%nan atas ;an% terihat dari sapin%@ aka dapat diproeh asan s,,

1. Las ree ,oat = 4 " 2@2= 8.8

2. Las ain deck = 16@55 " 2@2

= 4!.01!. Las orecaste = 8@50 " 2@2

= 18.&

4. Las poopdeck = 15@! " 2@2= !!.''5. Las ,oat deck = 12@6 " 2@2

= 28.!8&. Las na7i%asi deck = 10@5 " 2@2

= 2!.1

Jadi as keserhan ata adaah ?ah dari asan diatas = 1 2 ! 4 5 ' &

= 8@8 4!@01 18@& !!@'' 28@!8 2!@1= 155.'5

Z === 4201.10 Maka direncanakan

+arakteristik peraatan ?an%kar dapat ditentkan ata diihat ,erdasarkanhar%a Z pada ta,e B+F Vo FF 200' section 18@ aka den%an niai Z = 4201diana niai terse,t terask daa ran%e Z =:ehin%%a diproeh data ?an%kar se,a%ai ,erikt

a. Jah ?an%kar ,oer = 2 Bah,. *;pe ?an%kar = :tockeess nchor

c. Berat ?an%kar haan (a) / Boer anchor = 12600 +%d. Cantai ?an%kar =

*;pe =Pan?an% = &15 iaeter =

e. *ai tarik 1. pan?an% = !00 2. ,e,an pts = 14&0 kn

. *ai ta,at 1. ?ah = & Bah2. pan?an% = 200

!. ,e,an pts = ''0 +n

dari spec@ dipiih ?an%kar den%an t;pe

!

V " ρ Air Laut

2

2

2

2

2

2

2

Δ

2

3+2×B× H +( A /10 )


39/293

&. hain L!'ker

Perhitn%an 7oe ,ak pen;ipanan rantai ?an%kar dapat ditentkans,, V = L/18! " d2iana

L = Pan?an% rantai ?an%kar = &15

d = diaeter rantai ?an%kar ( 42 = 1.'5 inch)V = L/18! " d2

== '862.1!

Pena,ahan 7oe ntk cadan%an kran% e,ih 203@ aka 7oe dari,ak pen;ipanan en?adi

V = '862.14 ('862@14 " 203)

= 82&0.5'

:ehin%%a

2.64 2.52'&.5&4

&15 / 18! " (42)2

!

!


40/293

*R: MBC +E9*CR+:F F9aa kapa*;pe kapa *9+UCsiste kontrksi MUM9J9

PELBU9 Perhitn%an kontrksi kapa ,a?a dari B+F 7oe FFF *ahn

Ba%ian


41/293

1800 peat nas dia,i = 1!00 peat ,i%a dia,i = 1!00

V$ !@1 Pelat Si"i La8ur Ata" ( Sheer "trake )Le,ar peat sisi a?r atas tidak ,oeh kran% dari

, = 800 5L ()

= 12!2.8'25 1800

dia,i = 1800

Peren'anaan ean 5ada Ka5al

FV B 2.1.1 1ean Pada Si"i Ka5al] i ,aah %aris air

Ps = 10 (* - Z) Po " " (1 Z / *)] i atas %aris air

Ps = 20 " Po " / (10 Z - *)

diana Z = ?arak 7ertika dari psat ,e,an terhadap ,ase ine ntk ,e,an pada peat dikr dari pain% ,aah ntk siste konstrksi eintan%Z = ?arak 7ertika psat ,e,an proi diantara senta terhadap ,ase ine ntk ,e,an pene%ar dikr dari ten%ah-ten%ah proi/pene%ar

L / 25 " 4.1 ̂ ntk L < 60= 8'.5&! / 25 " 4.1= 14.168

= 1 ntk peat kit@ %eadak caca = 0.&5 ntk %adin% ,iasa@ ,aok %eadak = 0.' Rntk adin% Besar@ :enta@ Pen

L W 60 = 0.481

r = 1 @ ntk pea;aran tak ter,atas

aka

2.1 " (0.&8 0.&) " 14.168 " 0.481 " 1 " 1

= 21.265

2.1 " (0.&8 0.&) " 14.168 " 0.481 " 0.&5 " 1= 15.6&1

2.1 " (0.&8 0.&) " 14.168 " 0.481 " 0.' " 1

= 12.&&&

$ar%a D dapat di cari dari ta,e di,aah iniTael 4

Can%e0 W "/L W 0@2 1@2 - "/L 1@0 5/,

A "/L = 0.1& 1.0!

0@2 W "/L W 0@& 1 1M "/L = 0.5 1

0@& W "/L W 1 1@0 c/! N"/L - 0@&O

,a"

=

,a"

=

P0 = 2@1.(B 0@&). o . L . .cC Nk9/2O

0 =

L = (L/60)1/2

P0 =

k9/2

P0 =k9/2

P0 =

k9/2

Dactor c

Dakt

=

D =

=

D =

1 20/, N


42/293

0 "/L = 0.8 c = 0@15. L - 10c = 2.68'

100

1.0665

:ehin%%a ,e,an pada sisi kapa dapat dihitn% se,a%ai ,eriktdaerah 9 > ?L @ 9.&

21.265 ntk@ T1 = 0.01 (di,aah %aris air)

Ps = 10 (* - Z) Po " " (1 Z / *)= 10 ('.14 - 0.01 ) 21.265 " 1.161 " (1 0.01 /'.

= 8'.&05

ntk@ T& = '.5& (diatas %aris air)Ps = 20 " Po " / (10 Z - *)

= 20 " 21.265 " 1.161 / (10 '.5& - '.14)

= 48.'!'

9E Z Ps

1 0.01 8'.&05 i,aah %aris air

2 0.05 8'.4&0

! 0.86 81.5404 2.44 &2.44!

5 !.86 '!.6!!' 5.!6 55.126

& '.5& 48.'!' iatas %aris air

daerah 9.& > ?L @ 9.;

15.6&1 ntk@ T1 = 0.18 (di,aah %aris air)

Ps = 10 (* - Z) Po " " (1 Z / *)= 10 ('.14 - 0@18 ) 15@6&1 " 1 " (1 0@18 /'.14)= &'.0!6

ntk@ T' = '.5& (diatas %aris air)Ps = 20 " Po " / (10 Z - *)

= 20 " 15@6&1 " 1 / (10 '.5& - '.14)

= !0.'25

9E Z Ps1 0.18 &'.0!6 i,aah %aris air

2 0.5& &2.1!6

! 2.!1 '0.2804 4.11 4'.6'2

5 5.58 !'.085' '.5& !0.'25 iatas %aris air

daerah 9.; > ?L

12.&&& ntk@ T1 = 0.01 (di,aah %aris air)Ps = 10 (* - Z) Po " " (1 Z / *)

= 10 ('.14 - 0@01 ) 12@&&& " 1@25 " (1 0@01 /'.1

Lin

= D =

=

PE = k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

PE = k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

PE

=k9/

2


43/293

= &&.26&

ntk@ T& = '.5& (diatas %aris air)Ps = 20 " Po " / (10 Z - *)

= 20 " 12@&&& " 1@25 / (10 '@5& - '.14)

= !0.'25

9E Z Ps1 0.01 &&.26&2 0.05 &&.001

! 0.'1 &2.8584 2.24 '0.&68

5 4.04 4&.480' 5.54 !'.!81

& '.5& !0.'25

1ean Pada ?L

Rntk peat kit Po= 21.265 =

10 " '@14 21@265 " 1@25

= 88.02

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

PB =

Maka ,esarn;a PBdapat dihitn% ;ait

k9/2

PB

=

k9/2

k9/2

PB =

k9/2

k9/2

PB =k9/2

k9/2

PB =

k9/2

k9/2

PB =

k9/2


44/293

ntk Pe,?r

Po = 15.6&1

10 " '@14 15@6&1 " 1@25

= 81.!'

FV B 1@1 1ean Pada -eladak ua'a (Pd)itentkan den%an rs

Pd = (Po " 20 " * " d) / ((10 Z - *)$)

dianaPo= 21.265 Rntk Peat

Po= 15.6&1 Rntk Baok eadak@Po= 12.&&& Rntk Penp* = '.14

Z = & Z = $$ = &

aka@ ,esarn;a ,e,an %eadak caca dapat dihitn% se,a%ai ,erikt

1agian 9 > ?L @ 9.&

Rntk peat kit

Po= 21.265

Pd== (21@265 " 20 " '@14 " 1@0!) / ((10 & - '@14) " &)

= !5.4!

ntk ,aok %eadak

Po= 15.6&1

Pd== (15@6&1 " 20 " '@14 " 1@0!) / ((10 & - '@14) " &)

= 2'.5&

ntk penp %eadak

Po= 12.&&&Pd=

= (12@&&& " 20 " '@14 " 1@0!) / ((10 & - '@14) " &)

= 21.2'

1agian 9.& > ?L @ 9.;

Z = & Z = $$ = &

Rntk peat kit

Po= 21.265

Pd== (21@265 " 20 " '@14 " 1@0) / ((10 & - '@14) " &)

= !4.40

k9/2

PB =

k9/2

k9/2

k9/2

k9/2

diperoeh dari ta,e. 1 (haaan 2)

k9/2

(Po " 20 " * " ) / ((10 Z - *)$)

k9/2

k9/2

(Po " 20 " * " ) / ((10 Z - *)$)

k9/2

k9/2

(Po " 20 " * " ) / ((10 Z - *)$)

k9/2

k9/2

(Po " 20 " * " ) / ((10 Z - *)$)

k9/2


45/293

ntk ,aok %eadak

Po= 15.6&1

Pd== (15@6&1 " 20 " '@14 " 1@0) / ((10 & - '@14) " &)

= 25.80

ntk penp %eadak

Po= 12.&&&

Pd== (12@&&& " 20 " '@14 " 1@0) / ((10 & - '@14) " &)

= 20.'4

1agian 9.; > ?L

Z = & Z = $$ = &

Rntk peat kit

Po= 21.265

Pd== (21@265 " 20 " '@14 " 1@0) / ((10 & - '@14) " &)

= !&.82

ntk ,aok %eadak

Po= 15.6&1

Pd== (15@6&1 " 20 " '@14 " 1@0) / ((10 & - '@14) " &)

= 28.!&

ntk penp %eadak

Po= 12.&&&

Pd== (12@&&& " 20 " '@14 " 1@0) / ((10 & - '@14) " &)

= 22.'6

FV 2.1 1ean Ala"


46/293

h = tin%%i perkaan teratas ran% at diatas aas daah = $ - hd,

hd, = 1.00 = tin%%i do,e ,ottoh = '.00 1 eet =

= @ntk 0 < = 1@'2 - 5 " (1.'2 -1) " 0@1&

= 1.06!

= 1 @ntk 0.2

= @ntk 0.& = 1 ((1@'2 1) / 0.! ) " (0@8 - 0@&) = 1.8&!

D == 0@11 " ( 10 / ( 8'@5&! )_0@5)= 0.12

sehin%%a@( 1.5 D )

= (1@5 0@12)= 1.'2

untuk 9 > ?L @ 9.&

"/L = 0.1&

== 1@'2 - 5(1@'2-1) " 0@1&= 1.06!

D " 0@12 " 1@06!

0.126aka@

Pi =Pi = 6@81 " 0@&& " ' " (1 0@126)

Pi = 51.1&&

untuk 9.& > ?L @ 9.;

"/L = 0.5

== 1@'2 - 5(1@'2-1) " 0@5= 0.0&!

D "

0@12 " 0@0&!

0.006aka@

Pi =Pi = 6@81 " 0@&& "(10/(8'.5&!)_0.5) " ' " (1 0@006)Pi = 46.126

untuk 9.; > ?L

"/L = 0.8

o - 5(o - 1) . "/L

1 [(mo+ 1)/0.3 ] x [x/L - 0,7]

0@11 " NVo / (L)0@5 O Vo =

o =

o - 5(0 - 1) . "/L

a7 =a

7 =

a7 =

6@81 . (/V) . h .(1 a

7) [kN/m2]

k9/2

o - 5(0 - 1) . "/L

a7 =

a7 =

a7 =

6@81 . (/V) . (Vo/(L)0.5) . h .(1 a

7) [kN/m2]

k9/2


47/293

== 1@'2 - 5 "(1@'2-1) " 0@8= -0.855

D "

0@12 " -0.855

-0.101aka@

Pi = 6@81 . o - 5(o-1) "/L . h .(1 a7) Nk9/2OPi = 6@81 " 1@'2 - 5 "(1@'2 - 1)" 0@8 " ' " (1 -0@101)Pi = 2.5!&

FV 1.1 1ean 5ada "truktur tangkiBesarn;a ,e,an ditentkan den%an ora

P1 =

diana p7 = tekanan katp reie = 0.2 ,ar h1 = ?arak dari psat ,e,an ke ain deckρ = 0.&&a7 = 0.126 ntk 0 < "/L W 0.2a7 = 0.006 ntk 0.2 < "/L W 0.&a7 = -0.101 ntk 0.& < "/L

untuk 9 > ?L @ 9.&

tidak terdapat strktr tan%ki

untuk 9.& > ?L @ 9.;

a7 = 0.006ρ = 0.&&p7 = 0.2 ,ar

ntkh = '.00 ntk tan%ki top

P11 =P11 = 6.81 " '@00 " 0@000! " (1 0@006) 100 " 0@2P11 = 20.000

untuk 9.; > ?L

a7 = -0.101ρ = 0.&&00p7 = 0.2 ,ar

ntkh = '.00

P11 =P11 = 6.81 " ' " 0@000! " (1 -0@101) 100 " 0@2

P11 = 814.855

FV 1.2 Peren'anaan Tekanan Stati" Mak"i#u#

6.81 " h2 Nk9/2O

diana ?arak psat ,e,an ke titik = 4.50

o - 5(0 - 1) . "/L

a7 =

a7 =

a7 =

k9/2

6.81 " h1 " p " (1a7) 100 " p7 Nk9/

2

O

6.81 " h1 " p " (1a7) 100 " p7 Nk9/2O

k9/2

6.81 " h1 " p " (1a7) 100 " p7 Nk9/2O

k9/2

P2 =

h2 =


48/293

untuk 9.& > ?L @ 9.;

4.50 aka

6.81 " h2 Nk9/2O

6.81 " '

44.145

untuk 9; > ?L

4.50 aka

6.81 " h2 Nk9/2O

6.81 " '

44.145

FV B 5.1 1ean -eladak Pada 1angunan Ata" dan Ru#ah -eladak

Be,an pada %eadak ter,ka dan se,a%ian ,an%nan atasdihitn% ,erdasarkan ora

ari haaan 4 teah diperoeh se,a%ai ,eriktdaerah # $ %&L ' #.(

!5.4! Rntk Peat eadak

2'.5& Rntk Baok eadak

21.2' Rntk Penp ead

n =Z = Jarak 7ertika dari ,ase ine den%an titik psat ,e$ = &

Rntk rah %eadak@ niai ;an% dihasikan dikaikan den%an aktor 0.& ,/ B 0.! diana

, = e,ar rah %eadak = 12!2.8'!B = e,ar kapa aks ;an% ditin?a =

ntk Poop deck

`. T = 6.2 n = 1 N(T $)/10O

n = 1 - (( 6@2 - & ) / 10)n = 0.&8

?adi@

!5@4! " 0@&8

2&.'!' Rntk peat %eadak

2'@5& " 0@&8

20.&2& Rntk Baok eadak

21@2' " 0@&8

1'.582 Rntk Penp ead

h2 =

P2 =

P2 =

P2 = k9/2

h2 =

P2 =

P2 =

P2 = k9/2

P

= P

. n k9/2

P = k9/2

P = k9/2

P = k9/2

1 N(T $)/10O nin = 0@5

P

= P

. n k9/2

P

=

P

= k9/2

P

=

P

= k9/2

P

=

P

= k9/2


49/293

Boat deck

`. T = 11.4 n = 1 N(T $)/10On = 1 - ((11@4-&)/10)

0.5'

?adi@

!5@4! " 0@5'

16.841 Rntk peat %eadak

2'@5& " 0@5'

14.881 Rntk Baok eadak

21@2' " 0@5'

11.605 Rntk Penp ead

Na!igation deck

`. T = 1!.' n = 1 N(T $)/10On = 1 -((1!@'-&)/10)

0.!4

?adi@

!5@4! " 0@!4

12.04' Rntk peat %eadak

2'@5& " 0@!4

6.0!5 Rntk Baok eadak

21@2' " 0@!4

&.228 Rntk Penp ead

"op deck

`. T = 15.8 n = 1 N(T $)/10On = 1 - ((15@8 - & )/10)

0.12

?adi@

!5@4! " 0@12

4.252 Rntk peat %eadak

2'@5& " 0@12

!.186 Rntk Baok eadak

21@2' " 0@12

n =

P = P . n k9/2

P

=

P

= k9/2

P

=

P

= k9/2

P

=

P

= k9/2

n =

P

= P

. n k9/2

P

=

P

= k9/2

P

=

P

= k9/2

P

=

P

= k9/2

n =

P

= P

. n k9/2

P

=

P

= k9/2

P

=

P = k9/2

P

=


50/293

2.551 Rntk Penp ead

FV B 5.1 1ean -eladak Pada 0!re'a"tle de'k

ari haaan 5 teah diperoeh se,a%ai ,erikt

!&.82 Rntk Peat eadak

28.!& Rntk Baok eadak22.'6 Rntk Penp ead

n = 1 N(T $)/10OZ = Jarak 7ertika dari ,ase ine den%an titik psat ,eZ = 6.2 n = 1-((6.2-&)/10) = 0.&8n = 1 karena see,ar kapa

aka@

!&@82 " 1 Rntk peat %eadak

!&.82

28@!& " 1 Rntk Baok eadak

28.!&

22@'6 " 1 Rntk Penp ead

22.'6

FV B 2.1 1ean Si"i 1angunan Ata"] i atas %aris air

Ps = 20 " Po " / (10 Z - *)diana Z = ?arak 7ertika psat ,e,an terhadap ,ase ine@ ntk ,e,an pada pe dikr dari ;an% ter,aah (konstrksi eintan%)Z = ?arak 7ertika psat ,e,an proi diantara senta terhadap ,ase ine ntk ,e,an pene%ar

c = 1.2 ^0 W "/L W 0@2

Po = 21.!aka@

ntk Z1 = * (($-*)/2) Z1 = '@1! ((&-'@14)/2)

Z1 = '.5&

Ps = 20 " Po " / (10 Z - *)Ps = 20 " 21@! " 1@2 / (10 6@2 - '@14)

Ps = 48.'!'

F B 1.! 1ean Pada "ekat #elintang,e,an pada sekat eintan% ditentkan den%an rs

P = 6@81 " h

diana h = ?arak titik ,erat terhadap 1 eter diatas %eadak Nain de

P

= k9/2

P

= P

. n k9/2

P = k9/2

P = k9/2P

= k9/2

nin

= 0@5

P

=

P

= k9/2

P

=

P

= k9/2

P

=

P

= k9/2

k9/2

k9/2


51/293

ntk sekat t,rkan 1 eter diatas %eadak pain% atas (ntk kit peat dikr dari ;an% pain% ,aah - konst.

Sekat ceruk haluan

h = 8.00

P = 6@81 " h

P = 6@81 " 'P = &8.48

Sekat ceruk buritan

h = 8.00

P = 6@81 " hP = 6@81 " '

P = &8.48

Sekat kamar mesin

h = 8.00

P = 6@81 " hP = 6@81 " '

P = &8.48

Sekat pump room

h = 8.00

P = 6@81 " hP = 6@81 " 'P = &8.48

Sekat co))erdam

h = 8.00

P = 6@81 " hP = 6@81 " '

P = &8.48

Sekat muat

h = 8.00

P = 6@81 " hP = 6@81 " '

P = &8.48

1ean Untuk Penegar

)ekat *eruk haluan

Penegar Vertikal biasa

h1 = 5.52 Pene%ar ,aahh2 = 2.8! Pene%ar atas

aka@P1 = 54.151 Pene%ar ,aah

P2 = 2&.&'2 Pene%ar atas

Pene%ar Vertika ,esar h! = 5.'!

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2


52/293

h4 = 2.&2 aka@

P! = 55.2!0P4 = 2'.'8!

Pene%ar $orisontah5 = 5.'0 Pene%ar ,aahh' = 2.80 Pene%ar atas

aka@P5 = 54.6!' Pene%ar ,aah

P' = 2&.4'8 Pene%ar atas

)ekat +eruk Buritan

pene%ar 7ertika (,iasa)h1 = !.85 Pene%ar ,aahh2 = 1.65 pene%ar ten%ahh! = 1.!4 Pene%ar atas

aka

p1 = !&.&& Pene%ar ,aahp2 = 16.1! pene%ar ten%ah

p! = 1!.15 Pene%ar atas

Pene%ar Vertika (,esar)h4 = 5.54 h5 = 2.&4

aka p4 = 54.!5

p5 = 2'.88

Pene%ar $orisontah' = 5.'0 Pene%ar ,aahh& = 2.80 Pene%ar atas

aka p' = 54.64 Pene%ar ,aah

p& = 2&.4& Pene%ar atas

)ekat kamar mein

Pene%ar Vertika (,iasa)h1 = !.85 Pene%ar ,aahh2 = 1.65 pene%ar ten%ahh! = 1.!4 Pene%ar atas

aka p1 = !&.&& Pene%ar ,aah

p2 = 16.1! pene%ar ten%ah

p! = 1!.15 Pene%ar atas

Pene%ar Vertika (,esar)h4 = 5.54 h5 = 2.&4

aka

p4 = 54.!4&4p5 = 2'.8&64

Pene%ar $orisontah' = 5.'0 Pene%ar ,aah

k9/2

k9/2

k9/2

k9/!

k9/2k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2


53/293

h& = 2.80 Pene%ar atasaka

p' = 54.64 Pene%ar ,aahp& = 2&.4& Pene%ar atas

)ekat ruang #%m#a

Pene%ar Vertika (,iasa)

h1 = 5.!! Pene%ar ,aahh2 = !.0! pene%ar ten%ahh! = 1.60 Pene%ar atas

aka p1 = 52.26 Pene%ar ,aah

p2 = 26.&2 pene%ar ten%ahp! = 18.'4 Pene%ar atas

Pene%ar Vertika (,esar)h4 = '.10 h5 = 5.40

h' = 2.'0 aka

p4 = 56.84

p5 = 52.6&

p' = 25.51

Pene%ar $orisontah& = 5.'0 Pene%ar ,aahh8 = 2.80 Pene%ar atas

aka

p& = 54.64 Pene%ar ,aah

p8 = 2&.4& Pene%ar atas

)ekat muat

Pene%ar Vertika (,iasa)h1 = &.00 Pene%ar ,aahh2 = !.50 pene%ar ten%ahh! = 2.10 Pene%ar atas

aka

p1 = '8.'& Pene%ar ,aah

p2 = !4.!4 pene%ar ten%ahp! = 20.'0 Pene%ar atas

Pene%ar Vertika (,esar)h4 = &.00 h5 = 5.'0 h' = 2.80

aka

p4 = '8.'&

p5 = 54.64

p' = 2&.4&

Pene%ar $orisontah& = 5.'0 Pene%ar ,aahh8 = 2.80 Pene%ar atas

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/!

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2

k9/!


54/293

aka

p& = 54.64 Pene%ar ,aah

p8 = 2&.4& Pene%ar atas

)ekat +%,,er$um#

Pene%ar Vertika (,iasa)h1 = 6.16 Pene%ar ,aah

h2 = !.86 pene%ar ten%ahaka

p1 = 60.15 Pene%ar ,aahp2 = !8.1' pene%ar ten%ah

Pene%ar $oriTontah! = '.&6

aka

P! = ''.'1

k9/2

k9/2

k9/2

k9/2

k9/2


55/293

Main iension

L = 8'.5&$ = &

B = 14014 * = '.14

$aaan 1 $asi

kediak ,oeh

L = 8'.5&!

B = 14

$ = &

* = '.14

, = 0.&8

a = 0.&


56/293

, = 1!00

, = 1800

p

@ Rntk pat kit

%eadak caca

@Rntk adin% ,iasa@,aok %eadak

@ Besar@ :enta@

Penp

N0@2 - "/LO

1.161

or cD

1

/L - 0@&O2


57/293

1.25

14)

'.14

Ps = 8'.&05

'.14

Ps = &'.0!6

1.25

4)

k9/2

k9/2


58/293

'.14

Ps = &&.26&

1.161

8'.&'

80.42

1

82.'6

&&.!&

1.25

88.02

k9/2

PB= k9/2

PB= k9/2

PB= k9/2

PB= k9/2

PB= k9/2


59/293

81.!'

e,?r %eadak

1.0!

Pd = !5.4!

1.0!

Pd = 2'.5&

1.0!

Pd = 21.2'

1.0

Pd = !4.40

PB= k9/2

=

k9/2

=

k9/2

=

k9/2

=

k9/2


60/293

1.0

Pd = 25.80

1.0

Pd = 20.'4

1.1

Pd = !&.82

1.1

Pd = 28.!&

1.1

Pd = 22.'6

=

k9/2

=

k9/2

=

k9/2

=

k9/2

=

k9/2


61/293

0.!048

/L W 0.2

"/L W 0.&

"/L < 1

10 knot

Pi = 51.1&&

Pi = 46.126

k9/2

k9/2


62/293

Pi = 2.5!&

P1 = 20.000

P1 = 814.855

diatas tank top

k9/2

k9/2

k9/2


63/293

44.145

44.145

ak

,an = &

14

2&.'!'

20.&2&

ak 1'.582

P2 = k9/2

P2 = k9/2

P

= k9/2

P

= k9/2

P

= k9/2


64/293

16.841

14.881

ak 11.605

12.04'

6.0!5

ak &.228

4.252

!.186

P

= k9/2

P

= k9/2

P

= k9/2

P

= k9/2

P

= k9/2

P

= k9/2

P

= k9/2

P = k9/2


65/293

ak 2.551

ak

,an

!&.82

28.!&

ak

22.'6

t

Ps = 48.'!'

ckO

P

= k9/2

P

= k9/2

P

= k9/2

P

= k9/2

k9/2


66/293

eintan%)

P = &8.48

P = &8.48

P = &8.48

P = &8.48

P = &8.48

P = &8.48

k9/2

k9/2

k9/2

k9/2

k9/2

k9/2


67/293


68/293


69/293


70/293

TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE

9aa kapa KM. SAMU


71/293

&'al 'lat mi*imum

=

= 6.!0

= 10.28

1.11 ntk t X 10

11.40

= &.!!

1.50 ntk tb W 10 = 8.8!

11.40 12


9aa kapa KM. SAMU 4) t

%1=

t+

tk=

t%1

=

ntk t


72/293

= 1.0 a = 0.'5 k = 1.0 = 8.5 $i = 51.1&& dari haaan '

maka,$1 = 10]('@14-1@0)

= 51.4$2 = 10 " 06

= 85.0$3 = Pi

= 51.2iamil $ a* t'r'ar, aitu $ = 85.0

'i*a

t = [email protected].(p.k) tk= 1.1 " 01 (85 " 01) tk

t = '.56 ntk tb W 10 sehin%%a t = 1.5 4ai 5

t = '@56 1@5 = 8.06

iamil t = 6.00

= 1.0 a = 0.'5

k = 1.0 = 8.5 $i = 46.1! dari haaan '


9aa kapa KM. SAMU ?L @ 9&)

k9/2

k9/2

k9/2

k9/2

k9/2

untuk $a%a' [M] (02 > ?L @ 9.;)

k9/2

k9/2

k9/2

k9/2

k9/2


73/293

t = '.56 @ t W 10

sehin%%a tk = 1.5 4ai, t = '@56 1@5

= 8.06 iamil t = 6.00

= 1.0 a = 0.& k = 1.0 = 8.5 $i = 2.54 dari haaan '

maka,

$1 = 10 " ( '@14 - 1@0)= 51.4

$2 = 10 " 8@5= 85.0

$3 = Pi= 2.5

iamil $ a* t'r'ar, aitu 85.0'i*a

t = [email protected].(p.k) tk= 1.1 " 0.& (85.0 " 1.0) tk= '.56 tk

t = '.56 @ t W 10

sehin%%a tk = 1.5 4ai, t = 00& 02

= 8.06

iamil t = 6.00

VFFF B ' T%ba) *ang &'al 'lat 6ra* tiak ol' kura* ari

*e,a dari center %irder &'al tiak l'i 1".0 mm

VF B 5.1 Pelat Luna"

*e,a peat nas tidak kran% dari t 2@0 NO

t = te,a pat ,otto ;an% ,erdekatanagian B A C ?L @ 9.&

t = 11.40

1!.40 21


9aa kapa KM. SAMU ?L @ 9;

untuk $a%a' [F] (0" > ?L)

k9/2

k9/2

k9/2

k9/2

k9/2

t

= t - 2.0

tm =

tD+

=

tD+

=


74/293

t = 11.15

1!.15 ' 1agian B 0 C 9; > ?L > 4

t = 11.4&

1!.4& '

VF 1.2 T%ba) +%)at ii &'al iamil t'r'ar ari rumu

ntk LW60

= 86.10= 1008.69

p = ps or pe 55/k

diana@ = 55

1.0 ntk konstrksi eintan%0.8! ntk konstrksi ean?an%

a = ?arak %adin%= 0.&

Ps = Be,an sisi

k = 1

tk = 1.5

tk = N(0.1 " t)/kO 0.5 ntk t X 10 a" ! = 1.11

8'.&1 dari haaan 2

1.6.n .a. (Ps . k)0.5 t+= 1@6"1"0@&"(8'@&1"1) 1@5

= 12.!8t = 12.!8 t X 10

sehin%%a tk = 1.11 12@!8 1@11

= 1!.50

= 1@21 " 0@& (8'@&1"1)"1@5= &.86

t = &.86 @ t W 10

sehin%%a tk = 1.50 &@86 1@5

= 6.!6

48.'41.6.n .a. (Ps . k)0.5 t+

= 1@6"1"0@&"(48@'4"1) 1@5

= 6.28t = 6.28 @ t W 10

sehin%%a tk = 1.50

10@&8 1@11 = 10.&8

tD+

=

tD+

=

tI1 = 1.6.n .a. (Ps . k). t+

tI2 = 121. a ( P .k ) . tk N O σL: = 0.&' . σLBσ

p = σ

per − 3.τ

L − 0.89.σ

L: ( 9/2)

( 9/2 )τ

L=

( 9/2)nf =

nf =

ntk t ?L @ 9&)` P:1 = k9/2

t:1 =

t+

4ai, t81

=

tI2 = 121. a ( Ps .k ) . tk

t+

4ai, t82

=

` P:2

= k9/2t:1

=

t+

4ai, t81 =

tI2 = 121. a ( Ps .k ) .tk


75/293

= 1@21 " 0@& (48@'4"1)"1@5= 5.61

t = 5.61 @ t W 10


9aa kapa KM. SAMU


76/293

= 1@21"0@&"(!0@'!"1)_0@5= 4.'6

t = 4.'6 @ t W 10

sehin%%a tk = 1.50

4@'6 1@5 = '.16 iamil a* t'r'ar, aitu 12.&1 1!.00

Ps tk tk&'.04 11.'0 1.11 12.&1 &.!6 1.50 8.86

&2.14 11.!0 1.11 12.41 &.16 1.50 8.'6'0.28 10.!! 1.11 11.44 '.58 1.50 8.08

4'.6' 6.11 1.50 10.'1 5.80 1.50 &.!0

!'.06 &.66 1.50 6.46 5.06 1.50 '.56

!0.'! &.!' 1.50 8.8' 4.'6 1.50 '.16

0.00 0.00 1.50 1.50 0.00 1.50 1.50

0.00 0.00 1.50 1.50 0.00 1.50 1.50

0.00 0.00 1.50 1.50 0.00 1.50 1.50

&&.!0 dari haaan !


9aa kapa KM. SAMU


77/293

= 4.'6

t = 4.'6 @ t W 10sehin%%a tk = 1.50

4@'6 1@5 = '.16 iamil a* t'r'ar, aitu 12.80 1!.00

Ps tk tk

&&.!0 11.'6 1.11 12.80 &.45 1.50 8.65&&.00 11.'& 1.11 12.&8 &.4! 1.50 8.6!

&2.8' 11.!5 1.11 12.4' &.2! 1.50 8.&!'0.80 10.!& 1.11 11.48 '.'0 1.50 8.10

4&.48 6.1' 1.50 10.'' 5.84 1.50 &.!4

!'.!8 8.02 1.50 6.52 5.11 1.50 '.'1

!0.'! &.!' 1.50 8.8' 4.'6 1.50 '.16

FF B 2.1 T%ba) Stuktu tangki

T%ba) S%kat M%an.ang

&'al iamil t'r'ar ari rumu

NONO

diana@

p= ,e,an pada strktr tan%ki

,e,an tekanan statis aksi

k= 1a= ?arak %adin%

= 0.& tk = 1.5

tk = N(0.1 " t)/kO 0.5 ntk t X 10 a" !

= 1.11


9aa kapa KM. SAMU


78/293

== 21.68

t = 21.68 t X 10

sehin%%a tk = 1.11

21@68 1@11

= 2!.06

VF B 4.1 !a.u bi)ga &'al la4ur ila a* m'l'*ku* tiak ol' kura*

ari t'al 'lat ala atau lat ii iamil a* t'r'ar.

&'al 'lat ala = 12.00 mm

&'al 'lat ii = 19.00 1 mm

&'al 'lat ala = 12.00 mm &'al 'lat ii = 1!.00 mm : 19 mm

&'al 'lat ala = 12.00 mm

&'al 'lat ii = 1!.00 mm : 19 mm

VFF 5.2

iana 11&@2! W 141

c = 0.5 ( on%itdina rain% )Dor L W 60

= 117.2'

2'5 141= a/,

a= pan?an% sin%e ata parsia e,aran peat= 0.'

,= e,ar sin%e ata parsia e,aran peat= 0.'

= 1

aka 12.5' ? t"

t = 12.5' t X 10

sehin%%a tk = 1.11 1!.'&


9aa kapa KM. SAMU ?L @ 9;)

untuk $a%a' [ F ] (0" > ?L)

Teal 5elat geladak kekuatan t

rit = . 2'2 . . σ

LB . t" *#t*" σ

LBQ 06 K

eH

σ LB = (1263(L)05)%

K eH = 06 K eH =

t rit =

4ai, t;rit

=

tU1

= [email protected]. P

k t+

tUin

= (5@5 0@02L) √ k


79/293

(L " k)_0@5 or X 50

diana@a = ?arak %adin%

= 0.&

!5.4! dari haaan 4

=

= 5.04t = 5.04 @ t W 10

sehin%%a tk = 1.50

5@04 1@5 = '.54

=

= &.2! iamil a* t'r'ar, aitu

t = &.2! mm : ! mm

!4.40 dari haaan 5

=

= 4.6&t = 4.6& @ t W 10

sehin%%a tk = 1.50 4@6& 1@5

= '.4&

=

= &.2!

(L " k)_0@5= (8'@5& " 1)_0.5= 6.!0

iamil a* t'r'ar, aitu

t = 6.!0 mm : 10 mm

!&.82 dari haaan 5

=

= 5.21

t = 5.21 @ t W 10

sehin%%a tk = 1.50

5@21 1@5 = '.&1

=

= 6.!0


9aa kapa KM. SAMU


80/293

:iste konstrksi MUM9J9Perhitungan Konstruksi Kapal Baja dari BKI Volume II Tahun 2006

Ba%ian DEFINISI-DEFINISI & UKURAN UTAMA

BB Ps ;at Perhitn%an / Rraianiamil a* t'r'ar, aitu

t = 6.!0 mm : 10 mm

VF B 1 Pelat Si"i 5ada agian lain (angunan ata")

*idak kran% dari niai ter,esar ,erikt

ata

t =

diana@

a = ?arak %adin% = 0.&0

Ps = Be,an sisi ,an%nan atask = 1tk = 1.5

tk = N(0.1 " t)/kO 0.5 ntk t X 10 a" ! = 1.11

= (8'@5& " 1 )_0@5

= 6.!0

?adi@t =

= 0@8 " 6@!0 = &.44 maka

&&.!0 N k9/2 O

=

= &.45 + t> t = &.45 @ t W 10

sehin%%a tk = 1.50 &@45 1@5 = 8.65 mm

!0.'! N k9/2 O dari haaan '

== 4.'6 + t>

t = 4.'6 @ t W 10 sehin%%a tk = 1.50

4@'6 1@5 = '.16 mmdia,i ;an% ter,esar@ ;ait

t = 8.65 mm : # mm

VF B 2 Pelat geladak angunan ata"

te,a peat %eadak tidak ,oeh kran% dari niai ter,esar ,erikt

diana

= 1.10

= 1.21a = ?arak %adin%

= 0.&0

t = 1@21. a (√ Ps .k ) tk N O

0.8 tin

ntk t


81/293

k = 1ata


9aa kapa KM. SAMUN/m2

t1 = a √(P.k) tk

1@1"0@&" √(16@84"1)

4ai, t1 =

t2 = (5@5 0.02L)k

P=P= >N/m2

t1 = a √(P.k) tk

1@1 " 0@& "√(12@05"1)


82/293

= 2.'& tk

t = 2.'& @ t W 10 sehin%%a tk = 1.50

2@'& 1@5

= 4.1& mm

= (5.5 0.02"104.!1) " 1_0.5= &.2! mm

dia,i ;an% ter,esar@ t = &.2! 8.00 T!5 de'k

4.25 dari haaan 6

= 1.10

aka

=

= 1.56 tkt = 1.56 @ t W 10


9aa kapa KM. SAMU


83/293

aka

t ==

= 5.581 tk

t = 5.58 @ t W 10

sehin%%a tk = 1.50

?adi@ t = 5@58 1@5 = &.08 mm

= '.00

dia,i ;an% ter,esar@ ;ait

t = &.08 8.00

:ekat kaar esin

p = 0.60P = &8.480 [ kN/m2 ] dari haaan 10

aka

t ==

= 5.58 tk

t = 5.58 @ t W 10

sehin%%a tk = 1.50

?adi@ t = 5@58 1@5 = &.08 mm

= '.00


t = &.08 8.00


9aa kapa KM. SAMU


84/293

t = &.2! 8.00

:ekat Can% atp = 0.60

P = &8.480 [ kN/m2 ] dari haaan 10

aka

t =

== 5.58 tk

t = 5.58 @ t W 10 sehin%%a tk = 1.50

?adi@ t = 5@58 1@5

= &.08 mm'.5 0.02L

= '@5 0@02 " 8'@5&

= 8.56 mmdia,i ;an% ter,esar@ ;ait

t = 8.56 6.00

:ekat oer dpp = 0.60

P = &8.480 [ kN/m2 ] dari haaan 10

aka

t =

== 5.58 tk

t = 5.58 @ t W 10 sehin%%a tk = 1.50

?adi@ t = 5@58 1@5

= &.08 mm5.5 0.02L

= 5.5 0@02 " 8'@5&= &.56 mm

dia,i ;an% ter,esar@ ;aitt = &.56 8.00

:ekat cerk haan

p = 0.60P = &8.480 [ kN/m2 ] dari haaan 10

akat =


9aa kapa KM. SAMU


85/293

= &.08 mm

= 0.60


t = &.08 8.00

?@ 3 +%)at Sii !a.u ata

l'ar 'lat = 1!00 ari alama* 1

&'al 'lat (iamil a* t'r'ar)

t =

t = ts

te,a peat %eadak kekatan

te,a peat sisi

te,a peat sisi a?r atas

@9&L

!.00

t! = 19.00 t = 11.00 11 mm

9&E9;L

10.00

t! = 13.00

t = 11.0 12

F9;L

10.00 t! = 13.00

t = 11.0 12 mm

FFF B 2 Teal 5lat linggi haluan ("te#)te,a peat in%%i haan tidak ,oeh kran% dari

t =ta"=

diana@k = Daktor ateria ,erdasarkan section 2.B.2

= 1

sehin%%a te,a peat in%%i haaan

t= 12.6! NOta"= 25.0 NO

FFF B 2 Teal 5lat linggi uritan ("tern)te,a peat in%%i ,ritan tidak ,oeh kran% dari

t =

ta"=

diana@

k = Daktor ateria ,erdasarkan section 2.B.2

= 1

sehin%%a te,a peat in%%i haaant= 11.0' NO

ta"= 25.0 NO

tin

= 0@6√

05(tD?t!)

t=

ts=

tD =

tD =

mm (mi*imal = t


86/293

Main iensionL = 8'.5&

$ = &.00

B = 14.00

* = '.14

$aaan 1!

$asi

t = 10.0


87/293

t = 12.00


$ = &.00

B = 14.00

* = '.14

$aaan 14

$asi

t = 12.00

t = 12.00


88/293

t = 6.00


$ = &.00

B = 14.00

* = '.14

$aaan 15$asi


89/293

t = 6.00

t = 6.00

t = 21


$ = &.00 B = 14.00

* = '.14

$aaan 1'$asi


90/293

t = '

t = '


91/293


$ = &.00 B = 14.00

* = '.14 $aaan 1&

$asi

14.00

14.00 14.00

14.00

1!.00

12.00

12.00 11.00

10.00

10.00 10.00

10.00 10.00

t:=

t1 = t

2 =

t3 =

t9 =

t =

t" =

t7 =

t7 =

t! =

t# =

t10 =

t11 =


92/293

1!.00

1!.00

1!.00 12.00

11.00

10.00

6.00


$ = &.00 B = 14.00

* = '.14

$aaan 18$asi

t:=

t1 =

t2 =

t3 =

t9 =

t =

t" =


93/293

1!.00

1!.00 1!.00

1!.00 12.00

11.00

10.00

6.00

Main iensionL = 8'.5& $ = &.00

B = 14.00

* = '.14

$aaan 16

$asi

t = 5

t:=

t1 = t

2 =

t3 =

t9 =

t =

t" =

t7 =


94/293

t = 24

t = 15.00

t = 14.00

t = 14.00

t = 14


$ = &.00

B = 14.00

* = '.14

$aaan 20$asi


95/293

t = 8.00

t = 10.00

Main iensionL = 8'.5& $ = &.00


96/293

B = 14.00

* = '.14 $aaan 21

$asi

t = 10.00

t = 8.00

t = 6.00


97/293


$ = &.00

B = 14.00

* = '.14

$aaan 22

$asi

t = 8.00

t = 8.00


98/293

t = 8.00


$ = &.00

B = 14.00

* = '.14 $aaan 2!

$asi

t = 8.00


99/293

t = 8.00

t = 8.00


$ = &.00 B = 14.00

* = '.14

$aaan 24

$asi


100/293

t = 8.00

t = 6.00

t = 8.00


$ = &.00

B = 14.00

* = '.14

$aaan 25

$asi


101/293

t = 8.00

t = 11.00

M t = 12.00 D t = 12.00

t = 1! NO

t = 12 NO


102/293

TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE 9aa kapa KM. SAMU


103/293

= 51.40aka pe,e,anan ;an% dia,i adaah

P, = 814.8'a = 0.& g = hd, = 1.00

aka@TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE

9aa kapa KM. SAMU


104/293

=iana

=

Rntk pe,?r di,aah netra a,sis ditentkan rs

Rntk pe,?r diatas netra a,sis ditentkan rs



105/293

== (8!.!/0@108) " 0@001 " 01 " 0!_2 0@081

= 14!.842+arena ada strt aka diredksi en?adi '0 3n;a ̂

= '0 3 "

= 8'.!Peiihan proi

B+F 200'@ nne"@ - 5Mods 88.0

Proie L 499 ? ;7 ? IVFFF B &.2.1 M!dulu" Pe#u8ur Ala"


106/293

=Rntk di,aah %aris air diana@

T = 0.01 ( di,aah %aris air ) dari haaan !$ = &.00

= 228 - 120 000 " (120 150)/0&

= 108.'!a = 0.& g = 2.'

a/g = 0.25

=

diana

0.'

60

0.&5

= 0.166 = 0.52! X k_2/2P = ,e,an pada sisi kapa

P = 8'.&05 dari haaan !sehin%%a ods pe,?r sisi dapat dihitn% se,a%ai ,erikt

== (8!.!/0@106) " 0@001 " 01 " 0!_2 0@08&= 152.&48

Rntk diatas %aris air TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE 9aa kapa KM. SAMU


107/293

== (8!.!/0@!'2) " 0@001 " 01 " 0!_2 0@08&

= 45.881dia,i ods ;an% ter,esar@ ;ait

= 152.&5Peiihan proiB+F 200'@ nne"@ - '

Mods 5&Proie L I9 ? H9 ? G

F B !.1 M!dulu" Pe#u8ur "ekat #e#an8angMods pe,?r ditentkan rs

=Rntk di,aah %aris air diana@

T = 0 ( di,aah %aris air )$ = &.00

= 228 - 120 000 " (120 150)/0&

= 108.25a = 0.& g = 2.'

a/g = 0.25

=

diana

0.'

60

0.&5

= 0.166 = 0.52! X k_2/2P = ,e,an tan%ki

P = 814.855 (dari haaan &)



108/293

=

diana

0.'

60

0.&5

= 0.166 = 0.52! X k_2/2P = ,e,an tan%ki

P = 814.855 (dari haaan &)sehin%%a ods pe,?r sisi dapat dihitn% se,a%ai ,erikt

== (8!.!/0@!'2) " 0@001 " 01 " 0!_2 0@815

= 4!1.161dia,i ods ;an% ter,esar@ ;ait

= 1440.'4Mods Pe,?r sisi daa disaakan den%an ods pe,?r sisi

0Mods 1450Proie L %;9 ? 4G

VFFF B '.! M!dulu" Penegar 3rang keda5 air ods pene%ar ran% +edap tidak ,oeh kran% dari niai ter,esar dari

dianaa = ?arak pene%ar

= 0.& = pan?an% pene%ar

= 1.0

P = P1

=

j . hd,= 0.50

1 a7 = 0.01 (dari haaan &)

PV = 0.2 ,ar P = 6.81 " 01 " 1 " (1 000) 100 " 00

= 24.65TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE 9aa kapa KM. SAMU


109/293

k = 1sehin%%a ,esarn;a ods dapat dihitn%@ se,a%ai ,erikt

= 0.55 " 01 " 001_2 " 025 " 1

= 6

= 0.44 " 01 " 001_2 " 0&4 " 1

= 21.04dia,i ods ;an% ter,esar@ ;ait

= 21.04Peiihan proiB+F 200'@ nne"@ - 2Mods 25 25Proie L ;7 ? 79 ?7

P = P1

=

j . hd, = 0.5 1

a7 = -0.10 (dari haaan &)PV = 0.2 ,ar

P = 6.81 " 001 " 1 " (1 000) 100"00

= 24.41

?arak titik ,erat pene%ar terhadap 1 diatas %eadak pain% atas

($ 1) -( j . $d,) $ = &.00 = &.50

6.81 " 8

= '8.'&sehin%%a ,esarn;a ods dapat dihitn%@ se,a%ai ,erikt

= 0.55 " ?arak pene%ar " pan?an% pene%ar_2 " 24.41 " 1

= 6

= 0.44 " ?arak pene%ar " pan?an% pene%ar_2 " '8.'& " 1

= 16.'dia,i ods ;an% ter,esar@ ;ait

= 16.'

Peiihan proiB+F 200'@ nne"@ - 2

Mods 25Proie L ;7 ? 79 ? 7KONSTRUKS$ LAM1UN-

F 5.!.1 Pelintang Si"iMods adin% ,esar tidak ,oeh kran% dari

=diana^



110/293

Ba%ian DEFINISI-DEFINISI & UKURAN UTAMABB Ps ;at Perhitn%an / Rraian

a = 0.& e = ?arak peintan% (%adin% ,esar)

= 4 " ?arak %adin%= 2.'

g = '.00 pan?an% %adin%

Ps = 10 (* - Z) Po " " (1 Z / *) ntk T W * Ps = 20 " Po " / (10 Z - *) ntk T X*

diana * = '.14 T = ?arak titik ,erat proi terhadap ,ase ine

Po = 21.265 (dari haaan 2) = 1 ntk 0.2 < "/LW0.& (dari haaan 2) = 1.25 ntk 0.& < "/L (dari haaan 2)

k = 1n = 1 (?ika ?ah cross ties=0)

= 1a = 0.& e = 2.' g = 2.' T = 5.58

Ps = 10 (* - Z) Po " " (1 Z / *)

= 4'.25:ehin%%a

== 0.' " 0! " 0!_2 " 04' " 1 " 01

= 48&.&1

Proi Peintan% sisi (%adin% ,esar) adaahMods 460

Proie F (!00 " 1&)

untuk 5elintang awah

= 1.25a = 0.& e = 2.' TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE

+9/2

untuk $a%a' 02 > ?L @ 9;

+9/2

0@'.e .g2.ps.k .n Nc!O

+9/2

c!

untuk $a%a' 0" > ?L


111/293

9aa kapa KM. SAMU


112/293

dianaa = ?arak pene%ar

= 0.& = pan?an% pene%ar = &.0


9aa kapa KM. SAMU


113/293

!500 6

9o Las () d . d1 !1500 4.5 141&50 '!&8&5 212'252 4'80 204 654&20 1.6U008 56!16000! 1200 405 48'000 2.0U008 14400

!&!80 15824&0 !.6U008 5654'025Z = 42.!!5

F"" == 451&&'&80

= !84&8!4!!

= 6086.0852 = 104!.&2TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE 9aa kapa KM. SAMU

!20 "12!00 "12

D = 250 " 12 !'00s = 400 " 12 !840 = 250 " 12 !'00

/D = 1s/D = 1.0&

= 1.18 = .D.h 1!56.!'

, h d .d .d2 ,h!/12

!00 12 !'00 '.0 21'00 126'00 4!200B 12 !20 !840 1&2 ''0480 1.1U008 !2&'8000 !00 12 !'00 !!8 121'800 4.1U008 4!200

11040 1868880 5.!U008 !2854400

Z = M


114/293

P sisi = &0.1! (dari haaan 4 )

P statis= 112.82 (dari haaan & )Maka P = &4.16

P = P " 846.!! k9

(BKI a !"#C#2 ta !"#!$

s re =

= &2.&6! s = 110.40

s re W s (eenhi) (Meenhi)Proi $ (!20 " !00 " 12)KONSTRUKS$ -/LA


115/293

c = 0.& ntk penpe = Jarak Peintan%

= 2.8g = pan?an% peintan% %eadak

= !P = ,e,an pada %eadak

= !&.82 (dari haaan 5)

k= 1sehin%%a ,esarn;a ods peintan% %eadak adaah

== 001 " 0! " 0!_2 " !8 " 1= '22.'&

Las penapan% peintan% %eadak = 0.05 . P. e . g . +

= 0.05 " 0!8 " 0! " 0! " 1

= 14.8!

Perancan%an proi (B+F 200' ,a, !)g/e = 1.000

e1 = 0.!'00 (interpoasi)e,ar eekti = e1" e = 1008

100 "12

200 "12

1008 "10TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE 9aa kapa KM. SAMU


116/293

tk = N(0.1 " t)/kO 0.5 ntk t X 10 = 1.11 aksi !

t in = 8.2!

1 1Pan?an% kaki ,racket tidak ,oeh kran% dari

g = gin = 100.00

Bracket antara peat sisi den%an %eadak = 1450.00te,a ,racket

t = 001 " (1@450/1)_(1/!) tk= 10.&5 tk

t = 10.&5 t X 10sehin%%a tk = 1.58

011 002

= 12.!! & t =Pan?an% kaki ,racket 1

g =

= 50.' " N(1@450 " 1) / (& " 1)O_0.5= &28.2' 2&0 g =

Bracket antara sekat ean?an% den%an %eadak

= 1450.00

= 1450.00te,a ,racket

t = 001 " (1450.00/1)_(1/!) tk= 10.&5 tk

t = 10.&5 t X 10sehin%%a tk = 1.58

011 002

= 12.!! & t =Pan?an% kaki ,racket



117/293

= 0.05 ] 20@'4 ] ! ] 2.8 ] 1

= 8.06


e1 = 0.!'00 (interpoasi)e,ar eekti = e1" e = 1008

120 "8

!00 "8

1008 "10D = 1008"10 11088 = 120"8 6'0

s = !00"8 2400/D = 0.06

s/D = 0.22 = 0.18 (dari %raik ods section B+F 200' nne" 12)= .D.h

= 568.8 (Meenhi) e, = !00

= 2400

= 24 e, X @ (eenhi):ehin%%a Proi Penp %eadak adaah

Mods 568.&52Proi T ( %99 ? 4&9 ? G)



118/293

senta$ = &.00 e = 2.' g = 2.8

P = P tan%ki

== 44.15 Nk9/2O

sehin%%a ods senta sisi daa dapat dihitn% se,a%ai ,erikt =

= 0.55 " 0! " 0!_2 " 0@044 " 001 " 00= 24&.456

dia,i ads ;ait

24&.4562

Perancan%an proi (B+F 200' ,a, ! @ ta,e !.1)g/e = 1.0&'6

e1 = 0.!8&& (interpoasi)e,ar eekti = e1" e = 1008

180 " 10

2!0 " 10

1008 " 6

D = 1008" 6 10080 = 180" 10 1800

s = 2!0" 10 2!00/D = 0.18

s/D = 0.2! = 0.28 (dari %raik ods section B+F 200' nne" 12) = .D.h

= '46.152 (Meenhi)

0@0'1.e. g.p.k= 16.!

e, = 2!0 e,X1 ( Meenhi)Proi senta sisi daa adaah

Mods '46.152

Proi T &%9 ? 4G9 ? 49

6.81 " h2

0.55.e.2.Ps.n.k

c!

= c!

c!

1=

c2

c2

c!

===

===========

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

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


119/293

Main iension8'.5&

&.00

14.00 '.14

$aaan 2'$asi

h = 1000

h = 1000 t = 6.&

t = 8.80

t = &.&0

t =&.&0


120/293

Main iension8'.5& &.00

14.00 '.14

$aaan 2&

L '5 " 50 " 8


121/293

Main iension8'.5&

&.00

14.00 '.14

$aaan 28

$asi


122/293

100 " &5 " 6

88

Main iension8'.5&

&.00

14.00 '.14

$aaan 26$asi

L 80 " 40 " '

26

c!

c!


123/293

Main iension8'.5&

&.00 14.00 '.14

$aaan !0$asi


124/293

L 60 " '0 " 85&

Main iension8'.5&

&.00 14.00 '.14

$aaan !1

$asi

c!


125/293

1450 c!L !&0 " 18

Main iension8'.5&

&.00

14.00 '.14

$aaan !2$asi


126/293

c! &5 " 50 "5

L &5 " 50 " 525

Main iension8'.5&

&.00 14.00 '.14

c!


127/293

$aaan !!$asi

F (!00 " 1&)

460

Main iension

c!


128/293

8'.5&

&.00

14.00 '.14

$aaan !4$asi

F (!00 " 1!)

&00 c!


129/293


14.00 '.14

$aaan !5$asi


130/293

Main iension8'.5&

&.00

14.00

'.14 $aaan !'

$asi

* (!60 " 100 " 12)

104!.& c!


131/293

$ (!20 " !00 " 12)

Main iension8'.5&

&.00

14.00 '.14

$aaan !&$asi

L 100 " '5 " 11

6' c!


132/293

Main iension8'.5&

&.00

14.00 '.14 $aaan !8

$asi

* (200 " 100 " 12)5'0 c!


133/293

&.00

2&0

&.00


14.00 '.14

$aaan !6$asi

2&0


134/293

* ( !00 " 120 " 8)

568.&52 c!


14.00 '.14

$aaan 40$asi


135/293

* 2!0 " 180 " 10

'46.152 c!


136/293


9aa kapa KM. SAMU


137/293

= 10 (00' - 00&) 021 " 01 " (1 00&/00')

= 56.0&sehin%%a

== 000 " 001 " 01 " 0!_2 " 001 " 056 " 1

= 40.!4dia,i ods ter,esar@ ;ait


9aa kapa KM. SAMU


138/293

Ps = 20 " Po " / (10 Z - *) ^ T X *

Po = 1'.0 dari haaan 2

1.44* = '.14 T = 0.01

g = 2.8

Ps = ^ T W *= 10 ('.14 - 0.01) 15.6& " 1.4 " (1 0.01/'.14)

= 84.26c = 1 ( $ - 4 ) 0@0&

= 1.14sehin%%a

=TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE

9aa kapa KM. SAMU


139/293

Ps = ^ T W *Ps = 20 " Po " / (10 Z - *) ^ T X *

Po = 15 dari haaan 2

1.25* = '.14 T = '.5&

g = 2.8

Ps = ^ T W *= 10 (00' - 00&) 01' " 01 " (1 00&/00')

= 4!.22n = 1.0 @ntk ?ah cross ties 0

sehin%%a

== 0.' " 00! " 0!_2 " 04! " 01 " 1= 528.'2

528.'1'0g/e = 1.0&'6

e1 = 0.!815 (interpoasi)


9aa kapa KM. SAMU


140/293

*e,a peat penp ,?r pondasi tidak ,oeh kran% dari t = P/&5014 N Ontk 1500WPW&500 k P= 655.5! k

= 15.2& 1' VFFF 1.4

Las penapan% peat hadap tidak ,oeh kran% dari

= 82.&4iana l ,at esin = 40

e,ar peat = 82@&/4

= 20.'6 cdia,i e,ar peat !00

*e,a peat hadap = 40 @ e,ar =!00 Las = 40 " !00

= 12000

= 120 N Meenhi OTUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE

9aa kapa KM. SAMU


141/293

e = e,ar %eadak ditp = 1.50

P = !5.4! (dari haaan 5)!

k = 1 /adi 0

== 001 " 02 " 0!_2 " 0!5 " 1

= !58.&! = 0.05 P e g k

= 0@05 " 00! " 02 " 0!5 " 1

= &.6&2


e1 = 0.&20 (interpoasi)e,ar eekti = e1" e = 1080

100 "8

2!5 "8

8'4 "8D = 8'4"8 '612 = 100"8 800

s = 2!5"8 1880/D = 0.12

s/D = 0.2& = 0.1& (dari %raik ods section B+F 200' nne" 12)i = 0.1&

= .D.hTUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE

9aa kapa KM. SAMU


142/293

/adi 0

== 001 " 02 " 0!_2 " 02& " 1= 2'6.05

= 0.05 P e g k= 0@05 " 00! " 02 " 02& " 1= 5.6&6



&5 "8

240 "8D = 8'4"8 '612 = &5"8 '00

s = 240"8 1620 8'4 "8/D = 0.06

s/D = 0.28 = 0.1& (dari %raik ods section B+F 200' nne" 12)i = 0.1&

= .D.h= 282.006' (Meenhi)

= 240"8= 1620

= 16.2Proi penp ten%ah adaah

Mods 282.006'Proie * (240"&58)

B 4 Penu#5u Sa#5ing -eladak Ka#ar Me"inMods penapan% dari penp sapin% %eadak tidak,oeh kran% dari

iana c = 0.&5


9aa kapa KM. SAMU


143/293



&5 "8

2!5 "8

8'4 " 8D = 8'4" 8 '612 = &5"8 '00

s = 2!5"8 1880/D = 0.06

s/D = 0.2& = 0.1& (dari %raik ods section B+F 200' nne" 12)i = 0.1&

= .D.h= 2&'.1!44 (Meenhi)

= 2!5"8= 1880

= 18.8Proi penp sapin% adaah

Mods 2&'.1!44

Proie T (&%7?;7?G) B 4 Penu#5u Sa#5ing -eladak Tween


144/293

8'4 " 8D = 8'4" 8 '612 = &5"8 '00

s = 2!5"8 1880/D = 0.06

s/D = 0.2&

= 0.1& (dari %raik ods section B+F 200' nne" 12)i = 0.1&

= .D.h= 2&'.1!44 tidak

= 2!5"8

= 1880

= 18.8Proi penp sapin% adaah

Mods 2&'.1!44Proie * (2!5"&5"8)

B 1 1al!k -eladak Ka#ar Me"inMods penapan% ,aok %eadak kaar esin tidak ,oeh kran% dari

iana c = 0.&5e = 1.5

P = 25.80 (dari haaan 5)S = ! + = 1

/adi 0

== 001 " 02 " 0!_2 " 001

= 2'1.215Peiihan proiB+F 200'@ nne"@ - &

Mods !!0

Proi L 180 " 60 " 14

B 1 1al!k -eladak Tween


145/293

Mods !80

Proi 250 " 60 " 10 antileDer" di Tween


146/293

9aa kapa KM. SAMU


147/293

e, X 1 N eenhi Osehin%%a proi ;an% di%nakan@

ods 42!6.80628Proie * (580"250"14)


9aa kapa KM. SAMU


148/293

Las Penapan% ods tidak ,oeh kran% dari@ = 0.05 P e g k

diana@c = 0.&5 or trens7ersee = 1.5 g = 2.8

P = 2'.5& (dari haaan &)

k = 1


9aa kapa KM. SAMU


149/293

Ps =

Basic U"terna ;naic Load (dari haaan 2)

21.26 (dari haaan 2) = 1.161 (dari haaan 2)* = sarat kapa

= '.14 T = ?arak dari titik ,erat %adin% ke ,ase ine ()

sehin%%a ods %adin% dapat dihitn% se,a%ai ,eriktRu#ah geladak uta#a

T = 8.1 Ps = Po.c.20/(10T-*)

= 021 " 001 " 20 / (10 08 - 00')

= 42.411adi0

== 0@55 " 01 " 0!_2 " 042 " 001 " 1

= 8!.22TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE

9aa kapa KM. SAMU


150/293

NaDigati!n de'k

T = 1!.' Ps = Po.c.20/(10T-*)

= 21.26 " 1.16 " 20 / (10 1!.' - '.14)= 26.05

?adi@ == 0.55 " 0.& " 2.8_2 " 26.05 " 1

= 5&.00Peiihan proiB+F 200'@ nne"@ - 4Mods !&

Proie L H7 ? 79 ? IVF B !.2 -ading e"ar di Ru#ah -eladak

Mods adin% Besar di teen deck tidak ,oeh kran% dari

=P = Ps

Ps = 20 " Po " / (10 Z - *) ^ T X *

Po = 21.26 dari haaan 2

1.16* = '.14 T = ?arak dari titik ,erat %adin% ke ,ase ine ()

g = pan?an% %adin% ,esar ()= 2.8 TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE

9aa kapa KM. SAMU


151/293

= 0.' " 2.8 " 2.8_2 " !8.84 " 1 " 1

= 511.'0 511.'0Peiihan proiB+F 200'@ nne"@ - 8

Mods !!0

Proie 4G9 ? I9 ? 461!at de'k

T = 11.4 Ps = Po.c.20/(10T-*)

= 021 " 001 " 20 / (10 11 - 00')= !!.24

1adi0

== 0@' " 0! " 0!_2 " 0!! " 1 " 1

= 4!&.84 4!&.84Peiihan proiB+F 200'@ nne"@ - 8

Mods 260

Proie L 180 " 60 " 12NaDigati!n


152/293

= 001 " 02 " 02_2 " 01& " 1

= 10&.45Peiihan proiB+F 200'@ nne"@ - '

Mods 125Proie L 1!0 '5 10

B 4 Penu#5u Sa#5ing -eladak 1angunan ata"Mods penapan% dari penp sapin% %eadak tidak,oeh kran% dari

=diana@

c = 0.&5 ( ntk ,aok@penp dan peintan% )e = e,ar ;an% ditp

Pan?an% ,a%ian ;an% tidak ditp

P =k = 1

P!!5


153/293


154/293

g = pan?an% ,aok ,esar = 1'.8

P = 20.&! (dari haaan 8)k = 1

aka@

== 001 " 01 " 1& " 021_2 " 1

= '142.4'Peiihan proi

0Mods 2!0

Proie L 150"60"121!at de'k

c = 0.&5e = ?arak ,aok ,esar

= 2.8 g = pan?an% ,aok ,esar

= 14

P = 14.88 k9 (dari haaan 8)k = 1

aka@ == 001 " 0! " 14 " 015_2 " 1

= '124.65&Peiihan proi

0

Mods 160

Proie L 150"60"10NaDigati!n de'k

c = 0.&5

e = ?arak ,aok ,esar = 2.8 g = pan?an% ,aok ,esar

= 11.2 P = 6.0! k9 (dari haaan &)k = 1

?adi@ == 001 " 0! " 11 " 006_2 " 1

= 2!&6.68Peiihan proi

0

Mods 150

Proie L 150"&5"6


9aa kapa KM. SAMU


155/293

g = pan?an% ,aok ,esar = 6.8

P = !.16 k9 (dari haaan 8)k = 1

?adi@ == 001 " 0! " 10 " 00!_2 " 1

= '4!.12

Peiihan proiB+F 200'@ nne"@ - 6

Mods 1

perhitungan design kapal

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