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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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
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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/!
!
!
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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 ==
!
!
!
!
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=
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 $$$
*eretak pada %adin% 28-5'Lasann;a
9o Jarak seten%ah e,ar (1/2B)Drae L 1 L 4 L & D: " D:
4 6 4 ()28 5.02 '.2! 24.62 '.80 48.66 1 48.66!0 5.45 '.!5 25.40 '.82 50.2! 4 200.61!2 5.81 '.4' 25.84 '.85 51.!! 2 102.'&!4 '.06 '.55 2'.20 '.8& 52.21 4 208.85!' '.!1 '.'4 2'.5' '.86 5!.01 2 10'.0!!8 '.48 '.&2 2'.88 '.61 5!.'6 4 214.&&40 '.56 '.&& 2&.08 '.6! 54.1! 2 108.2&42 '.'' '.80 2&.20 '.64 54.40 4 21&.'044 '.&2 '.84 2&.!' '.65 54.&1 2 106.414' '.&& '.8& 2&.48 '.6& 54.6' 4 216.8448 '.82 '.60 2&.'0 '.68' 55.21 2 110.4250 '.85 '.6! 2&.&2 '.688 55.41 4 221.'452 '.86 '.65 2&.80 '.665 55.58 2 111.1'54 '.61 '.68 2&.62 '.668 55.&& 4 22!.085' '.64 &.00 28.00 &.00 55.62 1 55.62
htot 2256.55
Voe tan%ki ran% at FFF iaah
h = 1.!Vr ! = 2 " (1/!) " h " htot
= 2 " (1/!) " 1@! " 22'!@55
= 1658
1. V!lu#e ruang #uat $$
!
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*eretak pada %adin% 5' - 8'Lasann;a
9o Jarak seten%ah e,ar (1/2B)Drae L 1 L 4 L & D: " D:
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
9o Jarak seten%ah e,ar (1/2B)Drae L 1 L 4 L & D: " D:
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.&&
!
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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
!
!
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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'
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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
!
!
!
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B
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= 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 )
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&. 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
!
!
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*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
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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
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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
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= &&.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
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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
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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"
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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
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== 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 =
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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
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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
=
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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
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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
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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
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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 $orisontah& = 5.'0 Pene%ar ,aahh8 = 2.80 Pene%ar atas
k9/2
k9/2
k9/2
k9/2
k9/2
k9/2
k9/2
k9/!
k9/2
k9/2
k9/2
k9/2
k9/2
k9/2
k9/2
k9/!
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aka
p& = 54.64 Pene%ar ,aah
p8 = 2&.4& Pene%ar atas
)ekat +%,,er$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 $oriTontah! = '.&6
aka
P! = ''.'1
k9/2
k9/2
k9/2
k9/2
k9/2
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Main iension
L = 8'.5&$ = &
B = 14014 * = '.14
$aaan 1 $asi
kediak ,oeh
L = 8'.5&!
B = 14
$ = &
* = '.14
, = 0.&8
a = 0.&
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, = 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
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1.25
14)
'.14
Ps = 8'.&05
'.14
Ps = &'.0!6
1.25
4)
k9/2
k9/2
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'.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
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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
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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
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0.!048
/L W 0.2
"/L W 0.&
"/L < 1
10 knot
Pi = 51.1&&
Pi = 46.126
k9/2
k9/2
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Pi = 2.5!&
P1 = 20.000
P1 = 814.855
diatas tank top
k9/2
k9/2
k9/2
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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
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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
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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
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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
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TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE
9aa kapa KM. SAMU
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&'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
TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE
9aa kapa KM. SAMU 4) t
%1=
t+
tk=
t%1
=
ntk t
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= 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 '
TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE
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
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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
TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE
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+
=
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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
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= 1@21 " 0@& (48@'4"1)"1@5= 5.61
t = 5.61 @ t W 10
TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE
9aa kapa KM. SAMU
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= 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 !
TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE
9aa kapa KM. SAMU
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= 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
TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE
9aa kapa KM. SAMU
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== 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!.'&
TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE
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
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(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
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: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
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k = 1ata
TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE
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)
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= 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
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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
dia,i ;an% ter,esar@ ;ait
t = &.08 8.00
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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 =
TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE
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= &.08 mm
= 0.60
dia,i ;an% ter,esar@ ;ait
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
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Main iensionL = 8'.5&
$ = &.00
B = 14.00
* = '.14
$aaan 1!
$asi
t = 10.0
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t = 12.00
Main iensionL = 8'.5&
$ = &.00
B = 14.00
* = '.14
$aaan 14
$asi
t = 12.00
t = 12.00
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t = 6.00
Main iensionL = 8'.5&
$ = &.00
B = 14.00
* = '.14
$aaan 15$asi
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t = 6.00
t = 6.00
t = 21
Main iensionL = 8'.5&
$ = &.00 B = 14.00
* = '.14
$aaan 1'$asi
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t = '
t = '
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Main iensionL = 8'.5&
$ = &.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 =
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1!.00
1!.00
1!.00 12.00
11.00
10.00
6.00
Main iensionL = 8'.5&
$ = &.00 B = 14.00
* = '.14
$aaan 18$asi
t:=
t1 =
t2 =
t3 =
t9 =
t =
t" =
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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 =
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t = 24
t = 15.00
t = 14.00
t = 14.00
t = 14
Main iensionL = 8'.5&
$ = &.00
B = 14.00
* = '.14
$aaan 20$asi
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t = 8.00
t = 10.00
Main iensionL = 8'.5& $ = &.00
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B = 14.00
* = '.14 $aaan 21
$asi
t = 10.00
t = 8.00
t = 6.00
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Main iensionL = 8'.5&
$ = &.00
B = 14.00
* = '.14
$aaan 22
$asi
t = 8.00
t = 8.00
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t = 8.00
Main iensionL = 8'.5&
$ = &.00
B = 14.00
* = '.14 $aaan 2!
$asi
t = 8.00
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t = 8.00
t = 8.00
Main iensionL = 8'.5&
$ = &.00 B = 14.00
* = '.14
$aaan 24
$asi
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t = 8.00
t = 6.00
t = 8.00
Main iensionL = 8'.5&
$ = &.00
B = 14.00
* = '.14
$aaan 25
$asi
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t = 8.00
t = 11.00
M t = 12.00 D t = 12.00
t = 1! NO
t = 12 NO
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= 51.40aka pe,e,anan ;an% dia,i adaah
P, = 814.8'a = 0.& g = hd, = 1.00
aka@TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE
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=iana
=
Rntk pe,?r di,aah netra a,sis ditentkan rs
Rntk pe,?r diatas netra a,sis ditentkan rs
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== (8!.!/0@108) " 0@001 " 01 " 0!_2 0@081
= 14!.842+arena ada strt aka diredksi en?adi '0 3n;a ̂
= '0 3 "
= 8'.!Peiihan proi
B+F 200'@ nne"@ - 5Mods 88.0
Proie L 499 ? ;7 ? IVFFF B &.2.1 M!dulu" Pe#u8ur Ala"
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=Rntk di,aah %aris air diana@
T = 0.01 ( di,aah %aris air ) dari haaan !$ = &.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
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== (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 &)
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=
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
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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^
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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 $a%a' 0" > ?L
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dianaa = ?arak pene%ar
= 0.& = pan?an% pene%ar = &.0
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!500 6
9o Las () d . d1 !1500 4.5 141&50 '!&8&5 212'252 4'80 204 654&20 1.6U008 56!16000! 1200 405 48'000 2.0U008 14400
!&!80 15824&0 !.6U008 5654'025Z = 42.!!5
F"" == 451&&'&80
= !84&8!4!!
= 6086.0852 = 104!.&2TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE 9aa kapa KM. SAMU
!20 "12!00 "12
D = 250 " 12 !'00s = 400 " 12 !840 = 250 " 12 !'00
/D = 1s/D = 1.0&
= 1.18 = .D.h 1!56.!'
, h d .d .d2 ,h!/12
!00 12 !'00 '.0 21'00 126'00 4!200B 12 !20 !840 1&2 ''0480 1.1U008 !2&'8000 !00 12 !'00 !!8 121'800 4.1U008 4!200
11040 1868880 5.!U008 !2854400
Z = M
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P sisi = &0.1! (dari haaan 4 )
P statis= 112.82 (dari haaan & )Maka P = &4.16
P = P " 846.!! k9
(BKI a !"#C#2 ta !"#!$
s re =
= &2.&6! s = 110.40
s re W s (eenhi) (Meenhi)Proi $ (!20 " !00 " 12)KONSTRUKS$ -/LA
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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
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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
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= 0.05 ] 20@'4 ] ! ] 2.8 ] 1
= 8.06
Perancan%an proi (B+F 200' ,a, !)g/e = 1.0000
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)
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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!
===
===========
==========================================
=====================
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Main iension8'.5&
&.00
14.00 '.14
$aaan 2'$asi
h = 1000
h = 1000 t = 6.&
t = 8.80
t = &.&0
t =&.&0
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Main iension8'.5& &.00
14.00 '.14
$aaan 2&
L '5 " 50 " 8
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Main iension8'.5&
&.00
14.00 '.14
$aaan 28
$asi
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100 " &5 " 6
88
Main iension8'.5&
&.00
14.00 '.14
$aaan 26$asi
L 80 " 40 " '
26
c!
c!
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Main iension8'.5&
&.00 14.00 '.14
$aaan !0$asi
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L 60 " '0 " 85&
Main iension8'.5&
&.00 14.00 '.14
$aaan !1
$asi
c!
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1450 c!L !&0 " 18
Main iension8'.5&
&.00
14.00 '.14
$aaan !2$asi
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c! &5 " 50 "5
L &5 " 50 " 525
Main iension8'.5&
&.00 14.00 '.14
c!
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$aaan !!$asi
F (!00 " 1&)
460
Main iension
c!
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8'.5&
&.00
14.00 '.14
$aaan !4$asi
F (!00 " 1!)
&00 c!
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14.00 '.14
$aaan !5$asi
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Main iension8'.5&
&.00
14.00
'.14 $aaan !'
$asi
* (!60 " 100 " 12)
104!.& c!
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$ (!20 " !00 " 12)
Main iension8'.5&
&.00
14.00 '.14
$aaan !&$asi
L 100 " '5 " 11
6' c!
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Main iension8'.5&
&.00
14.00 '.14 $aaan !8
$asi
* (200 " 100 " 12)5'0 c!
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&.00
2&0
&.00
Main iension8'.5& &.00
14.00 '.14
$aaan !6$asi
2&0
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* ( !00 " 120 " 8)
568.&52 c!
Main iension8'.5& &.00
14.00 '.14
$aaan 40$asi
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* 2!0 " 180 " 10
'46.152 c!
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TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE
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= 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
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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
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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)
TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE
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*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
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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
Perancan%an proi (B+F 200' ,a, !)g/e = 2.000
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
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/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
Perancan%an proi (B+F 200' ,a, !)g/e = 2.0000
e1 = 0.&200 (interpoasi)e,ar eekti = e1" e = 1080
&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
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Perancan%an proi (B+F 200' ,a, !)g/e = 2.0000
e1 = 0.&200 (interpoasi)e,ar eekti = e1" e = 1080
&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
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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
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Mods !80
Proi 250 " 60 " 10 antileDer" di Tween
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e, X 1 N eenhi Osehin%%a proi ;an% di%nakan@
ods 42!6.80628Proie * (580"250"14)
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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
TUGAS MERANCANG II - MIDSHIP SECTION & CONSTRUCTION PROFILE
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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
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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
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= 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
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= 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
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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
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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