perhitungan peluncuran kapal
May 9, 2019 | Author: Nida 'Eboth' Hermoso | Category: N/A
Short Description
perhitungan untuk peluncuran kapal...
Description
BAB I PENDAHULUAN
Yang dimaksud dengan peluncuran kapal adalah menurunkan kapal dari landasan peluncur ke air yang disebabkan oleh gaya gaya berat kapal pada bidang miring. miring. Untuk meluncurkan kapal kapal maka kapal harus dilengkapi dengan dengan alat peluncur yaitu yaitu jalan peluncu (launching ways) dan sepatu peluncur (sliding ways). Ada dua macam peluncuran yaitu : 1. Secara memanjang end launching. !. Secara melintang side launching.
Gambar peluncuran memanjang
Gambar peluncuran melintang
"ada peluncuran secara memanjang memanjang bagian buritan diarahkan ke air sehingga buritan akan terkena air lebih dulu dengan maksud : # $inggi belakang tidak terbentur pada landasan. # %engurangi kecepatan laju pada pada saat meluncur. meluncur. Untuk meluncurkan kapal maka kapal harus dilengkapi dengan alat peluncur yaitu : # "apan peluncur. # Sepatu peluncur. Untuk mengurangi gesekan digunakan bahan pelumas& yang terdiri dari campuran : # kapur # sabun # gemuk # para'in esarnya tahanan yang disebabkan oleh gesekan tergantung dari : # %acam bahan pelumas. # ekanan rata#rata dari peluncur terhadap landasan. # Suhu udara waktu peluncuran. # *ecepatan peluncuran "ada peluncuran secara memanjang ini ada tiga periode yaitu : "eriode + : Saat kapal dilepaskan sampai menyentuh menyentuh permukaan air. air. "eriode ++ : Akhir periode + sampai kapal mulai mengapung ( mendapat gaya tekan ke atas ) "eriode +++ : Akhir periode periode ++ sampai kapal kapal meninggalkan meninggalkan landasan ( tidak menyentuh landasan )
DATA UKURAN UTAMA ( ,ata diambil dari ugas %erancang + ) No 1 ! 3 0 7 / 4 5 12 11 1! 13
Item -enis kapal $p $pp $w $wl 6 8b 9 6 6" me 9d 9 disp $8 h doublebottom
10 1
%8 $8;
Value Satuan il "roduct anker 11/.02 m 1!!.104 m 15.222 m 12.22 m /.422 m 2./0 1! knots !231.2 6" 33. ton 13047 m3 #1.55 m 1.3 m
#0.247 #2.!
on m² m
BAB III PERHITUNGAN PRA PELUNCURAN
abel !54.51
itik berat %omen $8= %A;= 1!2.1 3227./! 11/.7! 3!30.3 110.5 34!3.4/ 111.7 0774.72 124.3 054.!3 12.2 7335.70 12!.0/ /25!.25 55.00 //5.5! 57.01 /4!.74 53.34 /5/0.!4 52.37 /5/.51 4/.33 /430.!7 40.32 /701.4/ 41.!/ /011.05 /4.!0 /10.!/ /.!1 7451.22 /!.14 77!7.1 75.1 737.!1 77.1! 7243.41 73.25 425.4 72.2/ 30.53 /.20 !72.!5 0.21 0543.55 2.54 0/2.44 0/.5 00!/.41 00.5! 0105.17 01.45 3475./1 34.47 345.5! 3.43 332/.0 3!.42 3212.!2 !5./4 !770.1/ !7./ !!/0.47 !3./! 1442.5 !2.75 1050.3 1/.77 1102.1 10.73 4!5.04 11.72 75.1! 4./ 371.72 .0 150.7 !.1 /1.! S! > 14114.!
? S1 > !54.51 $8= A$ > S!S1 > 14114.! !54.51! > 72.7/ @m > #1.5 dari %idship $8= > #1.5 @m (,ari %idship)
$ *apal itik berat kapal terhadap %idship > Σ! Σ1
!54.51 ton #1.5 m
"? ($wt kapal kosong F $8=) G ($wt perlengkapan F 2) $wt kapal kosong G $wt perlengkapan > #1./ m
BAB III PERHITUNGAN PRA PELUNCURAN
$ *apal itik berat kapal terhadap %idship > Σ! Σ1
!54.51!0 #1.5072
"? 3150.53 # !7/.42 > !5!/.13 ton S?"AU "?$UB8U 42E F $pp $pp >
11/.0
>
53.57
m
b. ekanan rata#rata yang diijinkan ekanan rata#rata yang diijinkan pada sepatu peluncur merupakan 'ungsi dari panjang kapal. Untuk $pp > 122 m& maka tekanannya s > !2.22 tonm Untuk $pp > 12 m& maka tekanannya s > !.22 tonm %aka untuk $pp 11/.0 m ekanannya ( σ maF) !1./ tonm² c. $ebar sepatu peluncur (b) s > " (n F b F σ maF) ,imana : " > berat peluncuran > 3150.5!73 ton n> -umlah sepatu peluncur > 3 buah S> "anjang sepatu peluncur > 53.572 m b > " (n F S F s) > 2.! m ,irencanakan menjadi : b > 2. m
d. inggi Sepatu "eluncur ( h ) inggi sepatu peluncur minimum menurut C"rincipals ' BaDal ArchitectureC & Section 1/& pages /& tinggi minimum sepatu peluncur adalah 1! inchi > 32 inggi sepatu peluncur yang direncanakan adalah
e. Ukuran sepatu peluncur "anjang ( S ) > $ebar ( b ) > inggi ( h ) > -umlah ( n ) > Sarat ( t ) >
53.57 2. 2.32 3 1.7
> 32 >2.3
m m m buah m
'. %enentukan ukuran landasan A
8
α 6
λ
*emiringan dok untuk pengerjaan tugas ini disamakan dengan kondisi pada
". ,* surabaya "anjang landasan dibawah garis air ( λ) λ > !.22 m Sudut kemiringan landasan terhadap air ( α) : α > 3.22 2 *edalaman air pada ujung landasan : sin α F λ 6 > m > 1.3240 m
g. *oreksi 6 L " peluncuran > 3150.5!73 ton $8= > #1.414/ m ,apat diketahui beberapa Dariabel yang diambil dari C6idrostatic 8urDeC yaitu %8& $8& dan $8; %8 > #0.2472 toncm $8 > #1.552 m $8; > #2.!2 m "erbedaan sarat ( ∆ ) > # @($8=#$8)F9olume @1222 F %8 ,imana : 9olume > " erat jenis air laut (1.2! tonm3) > 311/.221 m3 -adi ∆ > #2.17/7 m ∆a > ( $pp! G $8; ) F ∆ $pp > ( 40.!55 ! G (#1.100)) F 2.1!4! 40.!55 > #2.24 a (sarat belakang) > t + ∆a > 1.! m ' (sarat depan) > a G ∆ > 1.74 m
Y a
'
rata#rata M m S m S > "anjang sepatu peluncur > 53.572 m m > ($pp # S) ! > 11./0 m M > (' F $pp)a > 132.03 m Y > @a F (MGm) @MG$pp > 2.4/21 m -adi > Y G inggi sepatu > 1.1/21
m
*arena 6> 1.3240 m maka 6 L & sehingga kapal tidak terjadi tipping.
dan
>
ton m
ton m
m
cm. cm m
1.1/21
BAB IV PERHITUNGAN PELUNCURAN PERIODE I
"eriode ini dimulai pada saat kapal dilepas dan berakhir pada saat menyentuh air (Ap base line menyentuh permukaan air) a. Syarat kapal bergerak jika ;1L;3 " cos α B
;3 > "' co
;1 > " sin α
α ;! > " cos "
α
*eterangan : " > erat peluncuran > 3150.5!73 ton α > Sudut kemiringan landasan >3 =aya#gaya yang diuraikan pada " adalah : 1. ;1 > " sin α > 17/.!1 ton !. ;! > " cos α > 3152. ton 3. ;3 > ' F ;! ,imana :
' > 4. @(tG122)F(1!) t > emperatur peluncuran ( o 8) > !5 o 8 t > @ (5 F tN)G3! > 40.! o ; direncanakan 4 o ; > ekanan rata#rata pada landasan atau > " > !2.71 tonm! > 1.4! ton't! ' > 4. @ (tG122) F ( 1!) > 2.23
;3 > 124.72 ton *arena ;1L;3 maka dapat bergerak sehingga memenuhi persyaratan
b. "embebanan pada "eriode + "embebanan rata#rata yang bekerja pada landasan untuk tiap meter ( O ) : O >" S dimana : " > erat peluncuran > 3150.5!73 ton S > "anjang sepatu luncur > O>
30.2232
53.572
m
tonm
"embebanan pada landasan dapat digambarkan sebagai trapesium dengan panjang S dan sisi#sisi sejajar Od dan Ob. Od Ob midship $8= M S *eterangan : M > -arak titik berat bidang beban terhadap ujung belakang bidang beban > @ S! # $8= $8= > #1.414/ m > 0.1713 m "embebanan depan (Od) : Od > @!O F (3M # S) S > 32.2 tonm "embebanan belakang (Ob) : Ob > @!O F (!S # 3M) S > 3/.5 tonm
PERIODE II
"eriode ini dimulai pada akhir periode + dan berakhir pada waktu kapal mulai mengapung (Stern $i't) yaitu jika γ . 9gab . d # "8 L 2 dimana :
dimana :
maka :
"8 > %omen dari gaya berat terhadap ujung belakang peluncur γ . 9gab . d > %omen dari gaya tekan keatas terhadap ujung belakang peluncur "8 > " F @ ($pp!)#$8= " > erat peluncuran > $8= > #1.414/ m m > -arak ;p ke ujung depan sepatu > 11./0 m "8 > 15303!.530 tonm
3150.53 ton
sα
α
n.b.s
Langkah Station 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
1 2 0.0000 0.6440 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
2 4 0.0000 2.0040 3.0520 2.8960 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
3 6 0.0000 3.7400 6.5560 8.9160 7.7200 4.5280 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
4 8 0.0000 5.9120 10.8840 15.7000 15.8480 13.7240 9.5120 4.8080 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
5 10 0.0000 8.3360 15.9880 23.5840 25.2360 23.6080 19.4200 14.6120 9.6760 4.8360 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
6 12 0.0000 10.8200 21.3320 31.9760 35.5400 34.3960 30.1000 25.0160 19.7440 14.6280 9.6640 4.8360 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
7 14 0.0000 13.3800 26.8360 40.5480 46.0040 45.4640 41.4280 36.2000 30.5560 25.0440 19.7400 14.6280 9.6640 4.8040 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
8 16 0.0000 16.0880 32.5080 49.1520 56.5680 56.5520 52.8840 47.7520 41.9840 36.2160 30.5520 25.0520 19.7400 14.6280 9.5880 4.4640 0.0000 0.0000 0.0000 0.0000 0.0000
9 18 0.0000 19.0120 38.4280 58.2000 67.1560 67.8160 64.3600 59.2880 53.5080 47.7480 41.9800 36.2120 30.5480 25.0480 19.6280 13.5360 6.5400 1.6680 0.0000 0.0000 0.0000
10 20 0.0000 22.2240 44.6360 67.6240 78.1200 79.4800 75.8400 70.7920 65.0280 59.2720 53.5080 47.7440 41.9800 36.2120 30.4680 23.3800 13.6600 5.9880 2.0720 0.3920 0.0000
Panjang Kapal Lpp = 117.45 m Tinggi Sepat Ln!" != 0.30 m Le#a" t$tal %epat ln!" #= 0.55 m S&t Lan&a%an β = 3.00 20 0.05 'a"a( )P (e jng #ela(ang %epat ln!" *= 11.75 m Panjang %epat peln!"an S= 93.96 m Panjang lan&a%an +ang te"!elp ai" λ= 25.00 m ,e"at Peln!"an P= 3194.926270 T$n Titi( ,e"at Te"*a&ap -i&%*ip L/ = 1.819 m Sepat Ln!" +ang te"!elp &alam ai" m Lang(a* 1 2 3 #aa* 5.7243 17.4693 29.2143 ata% 0.0000 11.7450 23.4900
4 40.9593 35.2350
5 52.7043 46.9800
6 64.4493 58.7250
7 76.1943 70.4700
8 87.9393 82.2150
9 93.9600 93.9600
10 93.9600 93.9600
11 93.96 93.96
$angkah 1 hs > .4/3 m Air s ampai dengan station b > 2.54 m Untuk *apal Station $uas (A) 2 2.222 1 2.700 ! 2.222
ransom> !
7.!71
As 2.222 !./7 2.222 !./7
1!.355
5.540
d > s 1 0 1 S1 >
total >
n 2 1 ! S! >
Asn 2.222 !./7 2.222 !./7
9olume *apal 9kp > 13 H hs H S1 > .203 m3
ouyancy *apal A"kp > S!S1 H hs > .4/3 m
9olume "eluncuran 9 > 9kp G 9sl > .1 m3
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 7.35 m
Untuk Sepatu $uncur Atas(at) awah(ba) sl > ba # at 2.222 ./!0 ./!0
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c > 2.0/! m3 ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h > 13.73 m
$angkah ! hs > .4/3 m Air sampai dengan station b > 1./3 m Untuk *apal Station $uas (A) 2 2.222 1 !.220 ! 3.2! 3 !.457 0 2.222
0 d > s 1 0 ! 0 1 S1 >
As 2.222 4.217 7.120 11.40 2.222 !./20
n 2 1 ! 3 0 S! >
4.924 Asn 2.222 4.217 1!.!24 30./! 2.222 0.5/7
Untuk Sepatu $uncur Atas(at) awah(ba) sl > ba # at ,alam 11./0 1/.075 ./!0 m 9olume Sepatu $uncur 9sl > (at G ba)! H b H c > !.012 m3 ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h > 15.10! m
9olume *apal 9kp > 13 H hs H S1 > 2.317 m3
ouyancy *apal A"kp > S!S1 H hs > 1!.72 m
9olume "eluncuran 9 > 9kp G 9sl > !./!7 m3
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 1!.471 m
$angkah 3 hs > .4/3 m Air sampai dengan station b > !.145 m Untuk *apal Station $uas (A) 2 2.222 1 3./02 ! 7.7 3 4.517 0 /./!2 0.!4 7 2.222
7 d > s 1 0 ! 0 ! 0 1 S1 >
As 2.222 10.572 13.11! 3.770 1.002 14.11! 2.222 5/.!44
n 2 1 ! 3 0 7 S! >
4.309 Asn 2.222 10.572 !7.!!0 127.55! 71./72 52.72 2.222 322.057
Untuk Sepatu $uncur Atas(at) awah(ba) sl > ba # at ,alam !3.052 !5.!10 ./!0 m 9olume Sepatu $uncur 9sl > (at G ba)! H b H c > 0.304 m3 ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h > !0.5/3 m
9olume *apal 9kp > 13 H hs H S1 > 152.001 m3
ouyancy *apal A"kp > S!S1 H hs > 14.135 m
9olume "eluncuran 9 > 9kp G 9sl > 150./45 m3
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 14.!51 m
$angkah 0 hs > .4/3 m Air sampai dengan station 4 b > !.420 m d Untuk *apal Station $uas (A) s As 2 2.222 1 2.222 1 .51! 0 !3.704 ! 12.440 ! !1./74 3 1./22 0 7!.422 0 1.404 ! 31.757 13./!0 0 0.457 7 5.1! ! 15.2!0 / 0.424 0 15.!3! 4 2.222 1 2.222 S1 > !33.270
> n 2 1 ! 3 0 7 / 4 S! >
3.693 Asn 2.222 !3.704 03.37 144.022 1!7./40 !/0.042 110.100 130.7!0 2.222 52.717
Untuk Sepatu $uncur Atas(at) awah(ba) sl > ba # at ,alam 3.!3 02.55 ./!0 m 9olume Sepatu $uncur 9sl > (at G ba)! H b H c > 7.!47 m3 ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h > 32.4!5 m
9olume *apal 9kp > 13 H hs H S1 > 07.!!3 m3
ouyancy *apal A"kp > S!S1 H hs > !!.415 m
9olume "eluncuran 9 > 9kp G 9sl > 07!.25 m3
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > !!.5!4 m
$angkah hs > .4/3 m Air sampai dengan station b > 3.0!2 m Untuk *apal Station $uas (A) 2 2.222 1 4.337 ! 1.544 3 !3.40 0 !.!37 !3.724 7 15.0!2 / 10.71! 4 5.7/7 5 0.437 12 2.222
12 d > s 1 0 ! 0 ! 0 ! 0 ! 0 1 S1 >
As 2.222 33.300 31.5/7 50.337 2.0/! 50.03! 34.402 4.004 15.3! 15.300 2.222 002.00
n 2 1 ! 3 0 7 / 4 5 12 S! >
3.078 Asn 2.222 33.300 73.5! !43.224 !21.444 0/!.172 !33.202 025.137 10.417 1/0.257 2.222 !2!.002
Untuk Sepatu $uncur Atas(at) awah(ba) sl > ba # at ,alam 07.542 !./20 ./!0 m 9olume Sepatu $uncur 9sl > (at G ba)! H b H c > 4.!!0 m3 ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h > 37.753 m
9olume *apal 9kp > 13 H hs H S1 > 47!.37 m3
ouyancy *apal A"kp > S!S1 H hs > !7.555 m
9olume "eluncuran 9 > 9kp G 9sl > 4/2.45 m3
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > !/.251 m
$angkah 7 hs > .4/3 m Air sampai dengan station b > 0.23 m Untuk *apal Station $uas (A) 2 2.222 1 12.4!2 ! !1.33! 3 31.5/7 0 3.02 30.357 7 32.122 / !.217 4 15./00 5 10.7!4 12 5.770 11 0.437 1! 2.222
1! d > s 1 0 ! 0 ! 0 ! 0 ! 0 ! 0 1 S1 >
As 2.222 03.!42 0!.770 1!/.520 /1.242 13/.40 72.!22 122.270 35.044 4.1! 15.3!4 15.300 2.222 /15.004
n 2 1 ! 3 0 7 / 4 5 12 11 1! S! >
2.462 Asn 2.222 03.!42 4.3!4 343./1! !40.3!2 74/.5!2 371.!22 /22.004 31.520 !7.724 153.!42 !1!./40 2.222 3/50./40
9olume *apal 9kp > 13 H hs H S1 > 1024.315 m3
ouyancy *apal A"kp > S!S1 H hs > 32.5/ m
9olume "eluncuran 9 > 9kp G 9sl > 1014.041 m3
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 31.24 m
Untuk Sepatu $uncur Atas(at) awah(ba) sl > ba # at ,alam 4./! 70.005 ./!0 m 9olume Sepatu $uncur 9sl > (at G ba)! H b H c > 12.17! m3 ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h > 0!.71 m
$angkah / hs > .4/3 m Air sampai dengan s tation b > 0.71 m Untuk *apal Station $uas (A) 2 2.222 1 13.342 ! !7.437 3 02.04 0 07.220 0.070 7 01.0!4 / 37.!22 4 32.7 5 !.200 12 15./02 11 10.7!4 1! 5.770 13 0.420 10 2.222
10 d > s 1 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 1 S1 >
9olume "eluncuran 9 > 9kp G 9sl > !120.13 m3
As 2.222 3.!2 3.7/! 17!.15! 5!.224 141.47 4!.47 100.422 71.11! 122.1/7 35.042 4.1! 15.3!4 15.!17 2.222 1274./!4
n 2 1 ! 3 0 7 / 4 5 12 11 1! 13 10 S! >
1.847 Asn 2.222 3.!2 12/.300 047./7 374.23! 525.!42 05/.137 1213.722 044.457 521.40 350.422 703.73! !31.537 !05.424 2.222 7307.100
Untuk Sepatu $uncur Atas(at) awah(ba) sl > ba # at /2.0/2 /7.150 ./!0
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c > 1!.122 m3 ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h > 04.032 m 9olume *apal 9kp > 13 H hs H S1 > !25!.23 m3 ouyancy *apal A"kp > S!S1 H hs > 30.4/1 m
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 30.505 m
$angkah 4 hs >
.4/3 m
Air sampai dengan station b >
17
.!77 m
d >
1.231
Untuk *apal Station
Untuk Sepatu $uncur
$uas (A)
s
As
n
Asn
2
2.222
1
2.222
2
1
17.244
0
70.3!
1
70.3!
!
3!.24
!
7.217
!
132.23!
3
05.1!
0
157.724
3
45.4!0
0
7.74
!
113.137
0
0!.00
7.!
0
!!7.!24
1131.202
7
!.440
!
12./74
7
730.724
/
0/./!
0
151.224
/
133/.27
4
01.540
!
43.574
4
7/1./00
5
37.!17
0
100.470
5
1323.//7
12
32.!
!
71.120
12
711.202
11
!.2!
0
122.!24
11
112!.!44
1!
15./02
!
35.042
1!
0/3./72
13
10.7!4
0
4.1!
13
/72.77
10
5.44
!
15.1/7
10
!74.070
1
0.070
0
1/.47
1
!7/.402
17
2.222
2.222
17
1
Σ1 =
9olume "eluncuran 9 > (p %l
104/.!70
Σ2 =
2.222
2.222 5/55.2!0
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9
Atas(at)
awah(ba)
4!.!1
sl > ba # at
4/.535
./!0
9olume Sepatu $uncur 9sl > (at G ba)! H b H c >
10.234 m3
ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h >
0.322 m
9olume *apal 9kp > 13*%Σ1 >
!511.315 m3
ouyancy *apal A"kp > Σ2Σ1 *% >
34.75! m
,alam m
>
!5!.3/ m3
>
34./7/ m
$angkah 5 hs > .4/3 m Air sampai dengan station b > .44! m Untuk *apal Station $uas (A) 2 2.222 1 15.21! ! 34.0!4 3 4.!22 0 7/.17 7/.417 7 70.372 / 5.!44 4 3.24 5 0/./04 12 01.542 11 37.!1! 1! 32.04 13 !.204 10 15.7!4 1 13.37 17 7.02 1/ 1.774 14 2.222
14 d > s 1 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 1 S1 >
9olume "eluncuran 9 > 9kp G 9sl > 3405.24/ m3
As 2.222 /7.204 /7.47 !3!.422 130.31! !/1.!70 1!4./!2 !3/.1! 12/.217 152.55! 43.572 100.404 71.257 122.15! 35.!7 0.100 13.242 7.7/! 2.222 154.024
n 2 1 ! 3 0 7 / 4 5 12 11 1! 13 10 1 17 1/ 14 S! >
0.616 Asn 2.222 /7.204 13./1! 754.022 3/.!04 137.3!2 //!.3!2 1772.270 47.1!4 1/14.5!4 435.722 153.3!4 /33.1! 132!.057 05.40 41!.172 !25.!42 113.0!0 2.222 1354!.15!
Untuk Sepatu $uncur Atas(at) awah(ba) sl > ba # at ,alam 53.572 53.572 2.222 m 9olume Sepatu $uncur 9sl > (at G ba)! H b H c > 1.23 m3 ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h > 4./! m 9olume *apal 9kp > 13 H hs H S1 > 3433.40 m3 ouyancy *apal A"kp > S!S1 H hs > 01.5!/ m
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 01.55 m
$angkah 12 hs > .4/3 m Air sampai dengan station b > 7.05/ m Untuk *apal Station $uas (A) 2 2.222 1 !!.!!0 ! 00.737 3 7/.7!0 0 /4.1!2 /5.042 7 /.402 / /2./5! 4 7.2!4 5 5.!/! 12 3.24 11 0/./00 1! 01.542 13 37.!1! 10 32.074 1 !3.342 17 13.772 1/ .544 14 !.2/! 15 2.35! !2 2.222
!2 d > s 1 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 1 S1 >
9olume "eluncuran 9 > 9kp G 9sl > 0437.537 m3
As 2.222 44.457 45.!/! !/2.057 17.!02 31/.5!2 11.742 !43.174 132.27 !3/.244 12/.217 152.5/7 43.572 100.404 72.537 53.!2 !/.3!2 !3.5! 0.100 1.74 2.222 !073.27
n 2 1 ! 3 0 7 / 4 5 12 11 1! 13 10 1 17 1/ 14 15 !2 S! >
0.000 Asn 2.222 44.457 1/4.00 411.044 7!0.572 145.722 512.242 154!.1/7 1202.004 !133./5! 12/2.172 !122./37 122/.!2 1443.2!0 43.120 102!.422 03/.1!2 02/.140 /0.5! !5./5! 2.222 147!7.217
Untuk Sepatu $uncur Atas(at) awah(ba) sl > ba # at ,alam 53.572 53.572 2.222 m 9olume Sepatu $uncur 9sl > (at G ba)! H b H c > 1.23 m3 ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h > 4./! m 9olume *apal 9kp > 13 H hs H S1 > 04!1.03! m3 ouyancy *apal A"kp > S!S1 H hs > 00.025 m
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 00.0 m
Simbol λ S So Sn b bN ' > A" g > $pp! G $8= h a > (Sn # λ) # g b > (Sn # λ ) # ' c > (S G h) # g d > (S G h) # ' 9
γ 9 γ 9b 9b γ 9d 9d " "a "c "d γ 9d 9d # "c SN > a G c R > " # γ 9 F >("d # γ 9d)R 9d)R O > RSN Od > !O(3F # SN)SN Ob > !O(!SN #3F)SN
Keterangan Panjang lan&a%an Panjang %epat ln!" Panjang lang(a* Panjang &a%a" (apal +ang te"#enam &i ai" 'a"a( &a"i )P #ata% ai" Tinggi #"itan Tinggi #"itan &an %epat ln!" 'a"a( titi( te(an ,$+an!+ (e )P 'a"a( titi( #e"at /"ait+ (e )P 'a"a( jng %epat ln!" (e )P 'a"a( titi( #e"at /"ait+ (e jng lan&a%an 'a"a( titi( ,$+an!+ (e jng lan&a%an 'a"a( titi( #e"at /"ait+ (e jng %epat ln!" 'a"a( titi( ,$+an!+ (e jng %epat ln!" $lme /a+a ang(at (e ata% -$men anti tipping &a"i jng lan&a%an -$men anti tipping &a"i jng t"e%*$l& ,e"at peln!"an ,e"at peln!"an ja"a( titi( #e"at (e t"e%*$l& ,e"at peln!"an ja"a( titi( #e"at (e jng lan&a%an -$men ga+a ang(at (e ata% (e jng lan&a%an Pe"#e&aan ga+a ang(at &engan #e"at peln!"an
$8=
G
γ D
Φ
$angkah7 hs > .4/3 m Air sampai dengan station b > 3.753 m Untuk *apal Station $uas (A) 2 2.222 1 12.4!2 ! !1.33! 3 31.5/7 0 3.02 30.357 7 32.122 / !.217 4 15./00 5 10.7!4 12 5.770 11 0.437 1! 2.222
1!
2.462
d > s 1 0 ! 0 ! 0 ! 0 ! 0 ! 0 1 S1 >
As 2.222 03.!42 0!.770 1!/.520 /1.242 13/.40 72.!22 122.270 35.044 4.1! 15.3!4 15.300 2.222 /15.004
n 2 1 ! 3 0 7 / 4 5 12 11 1! S! >
Asn 2.222 03.!42 4.3!4 343./1! !40.3!2 74/.5!2 371.!22 /22.004 31.520 !7.724 153.!42 !1!./40 2.222 3/50./40
9olume *apal 9kp > 1 13 H hs H S1 > 1024.315 m3
ouyancy *apal A"kp > S! S!S1 H hs > 32.5/ m
9olume "eluncuran 9 > 9k 9kp G 9sl > 1014.041 m3
ouyancy "eluncuran A" > (9 (9kp.A"kp G 9sl.A"sl)9 > 31.24 m
Untuk Sepatu $uncur Atas(at) awah(ba) sl > ba # at 4./! 70.005 ./!0 9olume Sepatu $uncur 9sl > (at G ba)! H b H c > 12.17! m3 ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)( > 0!.71 m
#!22!.7523237 3.552714:015
,alam m
sl.b.c)Q9sl G h
$angkah7 hs > .4/3 m Air sampai dengan station 1! b > !.07! m d > Untuk *apal Station $uas (A) s As n 2 2.222 1 2.222 2 1 1.701 0 7.70 1 ! 0.240 ! 4.17/ ! 3 ./22 0 !!.422 3 0 7.4! ! 13.72 0 /.227 0 !4.2!3 7 7.340 ! 1!./75 7 / .0!/ 0 !1./25 / 4 0.35 ! 4./14 4 5 3.!73 0 13.22 5 12 !.1/! ! 0.300 12 11 1.24 0 0.302 11 1! 2.222 1 2.222 1! S1 > 100.133 S! >
2.462 Asn 2.222 7.70 17.330 74.022 0.55 102.117 /7.713 11.57! 75./01 11/.02 03.034 0/./02 2.222 /5!.57
Untuk Sepatu $uncur Atas(at) awah(ba l > ba # a 4./! 70.005 ./!0
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c > 12.17! m3 ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h > 0!.71 m
9olume *apal 9kp > 13 H hs H S1 > !4!.102 m3
ouyancy *apal A"kp > S !S1 H hs > 3!.324 m
9olume "eluncuran 9 > 9kp G 9sl > !5!.32! m3
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 3!.770 m
1
2 1.7025 0.2437 ./ 7.4!05 /.224 7.3400 .0!/! 0.344 3.!7! !.1/15 1.24
$angkah 7 hs > .4/3 m Air sampai dengan station 1! b > 1.!31 m d > Untuk *apal Station $uas (A) s As n 2 2.222 1 2.222 2 1 1.322 0 .!22 1 ! 0.!7 ! 4.32 ! 3 7.022 0 !.722 3 0 4.1! ! 17.!2 0 4.22 0 30.222 7 /.4/ ! 1./2 7 / 7./22 0 !7.422 / 4 .022 ! 12.422 4 5 0.222 0 17.222 5 12 !./22 ! .022 12 11 1.32 0 .022 11 1! 2.222 1 2.222 1! S1 > 175./32 S! >
2.462 Asn 2.222 .!22 1/.272 /7.422 7.222 1/2.222 50.22 14/.722 47.022 100.222 0.222 5.022 2.222 55.572
Untuk Sepatu $uncur Atas(at) awah(ba sl > ba # at 4./! 70.005 ./!0
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c > 12.17! m3 ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h > 0!.71 m
9olume *apal 9kp > 1 3 H hs H S1 > 33!.!07 m3
ouyancy *apal A"kp > S!S1 H hs > 33.!10 m
9olume "eluncuran 9 > 9kp G 9sl > 30!.024 m3
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 33.051 m
!.
2 2.! 1./27 !.7 3.! 3.0 3.1 !.74 !.17 1.7 1.24 2.0 2
$angkah / 1 hs > .4/3 m Air s ampai dengan station b > 0.71 m Untuk *apal Station $uas (A) 2 2.222 1 13.342 ! !7.437 3 02.04 0 07.220 0.070 7 01.0!4 / 37.!22 4 32.7 5 !.200 12 15./02 11 10.7!4 1! 5.770 13 0.420 10 2.222
10
T& = s 1 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 1 S1 >
9olume "eluncuran 9 > 9kp G 9sl > !120.13 m3
As 2.222 3.!2 3.7/! 17!.15! 5!.224 141.47 4!.47 100.422 71.11! 122.1/7 35.042 4.1! 15.3!4 15.!17 2.222 1274./!4
n 2 1 ! 3 0 7 / 4 5 12 11 1! 13 10 S! >
1.846588103 Asn 2.222 3.!2 12/.300 047./7 374.23! 525.!42 05/.137 1213.722 044.457 521.40 350.422 703.73! !31.537 !05.424 2.222 7307.100
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 30.505 m
Untuk Sepatu $uncur Atas(at) awah(ba) sl > ba # at /2.0/2 /7.150 ./!0
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c > 1!.122 m3 ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h > 04.032 m 9olume *apal 9kp > 13 H hs H S1 > !25!.23 m3 ouyancy *apal A"kp > S!S1 H hs > 30.4/1 m
$angkah / ! hs > .4/3 m Air sampai dengan s tation b > 3.122 m Untuk *apal Station $uas (A) 2 2.222 1 37.702 ! 17.1!2 3 !.!74 0 !4.570 !5.1/7 7 !7.700 / !3.!40 4 15.402 5 17.3! 12 13.!3! 11 5.5!2 1! 7.717 13 3.320 10 2.222
1.2!0133 10
T& = s 1 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 1 S1 >
9olume "eluncuran 9 > 9kp G 9sl > 1/7./40 m3
As 2.222 107.72 3!.!02 121.2/! /.5!4 117./20 3.!44 53.137 35.742 77.1!4 !7.070 35.742 13.!3! 13.!17 2.222 /55. 3!4
n 2 1 ! 3 0 7 / 4 5 12 11 1! 13 10 S! >
1.8465881 Asn 2.222 107.72 70.042 323.!17 !31./1! 43.!2 315./!4 71.5! 31/.002 5.1! !70.702 037.042 14./40 1/1.424 2.222 0!0.0/!
Untuk Sepatu $uncur Atas(at) awah(ba) sl > ba # at /2.0/2 /7.150 ./!0
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c > 1!.122 m3 ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h > 04.032 m 9olume *apal 9kp > 13 H hs H S1 > 170.74 m3 ouyancy *apal A"kp > S!S1 H hs > 31.151 m
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 31.3!3 m
$angkah / 3 hs > .4/3 m Air sampai dengan s tation b > 1.2 m Untuk *apal Station $uas (A) 2 2.222 1 3.124 ! 7.742 3 11.372 0 13.037 10.2!2 7 13.2!2 / 11.42 4 5.5!2 5 4.!74 12 7.7!2 11 0.570 1! 3.324 13 1.7! 10 2.222
10
T& = s 1 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 1 S1 >
9olume "eluncuran 9 > 9kp G 9sl > 705.427 m3
As 2.222 1!.03! 13.372 0.002 !7.4/! 7.242 !7.202 07.3!2 15.402 33.2/! 13.!02 15.47 7.717 7.724 2.222 3!.//7
n 2 1 ! 3 0 7 / 4 5 12 11 1! 13 10 S! >
1.8465881 Asn 2.222 1!.03! !7./!2 137.3!2 12/.044 !42.022 17.!02 3!0.!02 14./!2 !5/.704 13!.022 !14.017 /5.35! 4.520 2.222 !217.3!2
Untuk Sepatu $uncur Atas(at) awah(ba) sl > ba # at /2.0/2 /7.150 ./!0
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c > 1!.122 m3 ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h > 04.032 m 9olume *apal 9kp > 13 H hs H S1 > 73/./2/ m3 ouyancy *apal A"kp > S!S1 H hs > 37.30/ m
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 37./! m
$angkah
4
hs >
1
.4/3 m
Air sampai dengan station b > Untuk *apal Station
17
.!77 m
T& =
1.2310587
Untuk Sepatu $uncur
$uas (A)
s
As
n
Asn
2
2.222
1
2.222
2
1
17.244
0
70.3!
1
70.3!
!
3!.24
!
7.217
!
132.23!
3
05.1!
0
157.724
3
45.4!0
0
7.74
!
113.137
0
0!.00
7.!
0
!!7.!24
1131.202
7
!.440
!
12./74
7
730.724
/
0/./!
0
151.224
/
133/.27
4
01.540
!
43.574
4
7/1./00
5
37.!17
0
100.470
5
1323.//7
12
32.!
!
71.120
12
711.202
11
!.2!
0
122.!24
11
112!.!44
1!
15./02
!
35.042
1!
0/3./72
13
10.7!4
0
4.1!
13
/72.77
10
5.44
!
15.1/7
10
!74.070
1
0.070
0
1/.47
1
!7/.402
17
2.222
2.222
17
1
Σ1 =
9olume "eluncuran 9 > (p %l
104/.!70
Σ2 =
2.222
2.222 5/55.2!0
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9
Atas(at)
awah(ba) sl > ba # at
4!.!1
4/.535
./!0
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c >
10.234 m3
ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h >
0.322 m
9olume *apal 9kp > 13 *% Σ1 >
!511.315 m3
ouyancy *apal A"kp > Σ2Σ1 *% >
34.75! m
>
!5!.3/ m3
>
34./7/ m
$angkah
4
hs >
! .4/3 m
Air sampai dengan station b > Untuk *apal Station
17 T& =
3.11 m
1.231058735
Untuk Sepatu $uncur $uas (A)
2
s
As
n
Asn
Atas(at)
2.222
1
2.222
2
2.222
1
5.722
0
34.022
1
34.022
!
15.!2
!
35.202
!
/4.242
3
32.72
0
1!!.!02
3
377./!2
0
3.070
!
/2.5!4
0
!43./1!
37.!1!
0
100.404
/!0.!02
7
33.422
!
7/.722
7
02.722
/
32.04
0
1!!.15!
/
4.300
4
!7.404
!
3.757
4
0!5.74
5
!3.!02
0
5!.572
5
437.702
12
15./02
!
35.042
12
350.422
11
17.!5!
0
7.174
11
/17.404
1!
1!.570
!
!.5!4
1!
311.137
13
5.774
0
34.7/!
13
2!./37
10
7.357
!
1!./5!
10
1/5.244
1
!.5/7
0
11.520
1
1/4.72
17
2.222
2.222
17
1
Σ1 =
9olume "eluncuran 9 > (p %l
50.404
Σ2 =
2.222 7321.0/!
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9
awah(ba) sl > ba # at
4!.!1
4/.535
./!0
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c >
10.234 m3
ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h >
0.322 m
9olume *apal 9kp > 13 *% Σ1 >
141.05/ m3
ouyancy *apal A"kp > Σ2Σ1 *% >
35.1!0 m
>
147.3 m3
>
35.!34 m
$angkah
4
hs >
3
.4/3 m
Air sampai dengan station b > Untuk *apal Station
17 T& =
1./ m
1.2310587
Untuk Sepatu $uncur
$uas (A)
s
As
n
Asn
2
2.222
1
2.222
2
2.222
1
3.//!
0
1.244
1
1.244
!
/.4/7
!
1./!
!
31.20
3
13.3/!
0
3.044
3
172.070
0
1.570
!
31.5!4
0
1!/./1!
17.5!2
0
7/.742
334.022
7
17.2!2
!
3!.202
7
15!.!02
/
10.7!4
0
4.1!
/
025.40
4
1!.570
!
!.5!4
4
!2/.0!0
5
11.!57
0
0.140
5
027.77
12
5.7/!
!
15.300
12
153.002
11
4.272
0
3!.!02
11
30.702
1!
7.004
!
1!.457
1!
10./!
13
0.402
0
15.372
13
!1.742
10
3.!22
!
7.022
10
45.722
1
1.044
0
.5!
1
45.!42
17
2.222
2.222
17
1
Σ1 =
9olume "eluncuran 9 > (p %l
001./5!
Σ2 =
2.222 32!!.070
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9
Atas(at)
awah(ba) sl > ba # at
4!.!1
4/.535
./!0
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c >
10.234 m3
ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h >
0.322 m
9olume *apal 9kp > 13 *% Σ1 >
470.424 m3
ouyancy *apal A"kp > Σ2Σ1 *% >
02.1/7 m
>
4/4.407 m3
>
02.02! m
$angkah
4
hs >
3
.4/3 m
Air sampai dengan station b > Untuk *apal Station
17
0.!1 m
T& =
1.2310587
Untuk Se
$uas (A)
s
As
n
Asn
Atas(at)
2
2.222
1
2.222
2
2.222
1
1!.770
0
2.77
1
2.77
!
!.05!
!
2.540
!
121.574
9olume Sep
3
34.5!4
0
1./1!
3
07/.137
9sl >
0
00./37
!
45.0/!
0
3/.444
>
0.142
0
142./!2
523.722
ouyancy S
7
0!.!74
!
40.37
7
2/.!17
A"sl >
/
34.!3!
0
1!.5!4
/
12/2.057
>
4
33.704
!
7/.!57
4
34.374
5
!5.274
0
117.!/!
5
1207.004
12
!0.042
!
04.572
12
045.722
9kp >
11
!2.174
0
42.7/!
11
44/.35!
>
1!
17.13!
!
3!.!70
1!
34/.174
ouyancy *
13
1!.122
0
04.022
13
7!5.!22
A"kp >
10
4.2!2
!
17.202
10
!!0.72
>
1
3./!
0
1.224
1
!!.1!2
17
2.222
1
2.222
17
2.222
Σ1 =
9olume "eluncuran 9 > (p %l >
!303.327 m3
1145.5!2
Σ2 =
/447.417
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 >
35.21 m
4!.!1
9olume *ap
atu $uncur awah(ba) sl > ba # at 4/.535
./!0
,alam m
atu $uncur (at G ba)! H b H c 10.234 m3 epatu $uncur P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h 0.322 m al
13 *% Σ1 !3!5.!74 m3 apal
Σ2Σ1 *% 34.5!3 m
$angkah
5
hs >
1
.4/3 m
Air sampai dengan station b > Untuk *apal Station
14
.44! m
T& =
0.61552937
Untuk Sepatu $uncur
$uas (A)
s
As
n
Asn
2
2.222
1
2.222
2
2.222
1
15.21!
0
/7.204
1
/7.204
!
34.0!4
!
/7.47
!
13./1!
3
4.!22
0
!3!.422
3
754.022
0
7/.17
!
130.31!
0
3/.!04
7/.417
0
!/1.!70
137.3!2
7
70.372
!
1!4./!2
7
//!.3!2
/
5.!44
0
!3/.1!
/
1772.270
4
3.24
!
12/.217
4
47.1!4
5
0/./04
0
152.55!
5
1/14.5!4
12
01.542
!
43.572
12
435.722
11
37.!1!
0
100.404
11
153.3!4
1!
32.04
!
71.257
1!
/33.1!
13
!.204
0
122.15!
13
132!.057
10
15.7!4
!
35.!7
10
05.40
1
13.37
0
0.100
1
41!.172
17
7.02
!
13.242
17
!25.!42
1/
1.774
0
7.7/!
1/
113.0!0
14
2.222
1
2.222
14
Σ1 = 9olume "eluncuran
154.024
Σ2 =
ouyancy "eluncuran
2.222 1354!.15!
Atas(at)
awah(ba)
53.572
sl > ba # at
53.572
2.222
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c >
1.23 m3
ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h >
4./! m
9olume *apal 9kp > 13 *% Σ1 >
3433.40 m3
ouyancy *apal A"kp > Σ2Σ1 *% >
01.5!/ m
9 > (p %l > 3405.24/ m3
A" > (9kp.A"kp G 9sl.A"sl)9 > 01.55 m
$angkah
5
hs >
!
.4/3 m
Air sampai dengan station b > Untuk *apal Station
14
3.5!1 m
T& =
0.6155294
Untuk Sepatu $uncur
$uas (A)
s
As
n
Asn
2
2.222
1
2.222
2
2.222
1
11.!40
0
0.137
1
0.137
!
!3.100
!
07.!44
!
5!./7
3
37.!37
0
100.500
3
030.43!
0
0!.002
!
40.442
0
335.!2
03.7!0
0
1/0.057
4/!.042
7
01.0!2
!
4!.402
7
05/.202
/
34.13!
0
1!.!4
/
127/.757
4
30.!57
!
74.5!
4
04./37
5
32.04
0
1!!.15!
5
1255./!4
12
!7.4!
!
3./20
12
3/.202
11
!3.!37
0
5!.500
11
12!!.340
1!
15./04
!
35.057
1!
0/3.5!
13
17.!5!
0
7.174
13
40/.140
10
1!.470
!
!./!4
10
372.15!
1
4.5!4
0
3./1!
1
3.742
17
0.372
!
4./!2
17
135.!2
1/
1.!44
0
.1!
1/
4/.40
14
2.222
!
2.222
14
Σ1 = 9olume "eluncuran
1!04.!2
Σ2 =
ouyancy "eluncuran
2.222 5221.!42
Atas(at)
awah(ba)
53.572
sl > ba # at
53.572
2.222
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c >
1.23 m3
ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h >
4./! m
9olume *apal 9kp > 13 *% Σ1 >
!003.5/4 m3
ouyancy *apal A"kp > Σ2Σ1 *% >
0!.334 m
9 > (p %l > !05.041 m3
A" > (9kp.A"kp G 9sl.A"sl)9 > 0!.001 m
$angkah hs >
5
3
.4/3 m
Air sampai dengan station 14 b > 1.571 m Untuk *apal Station
$uas (A)
T& =
0.6155294
Untuk Sepatu $uncur s
As
n
Asn
2
2.222
1
2.222
2
2.222
1
0.0/!
0
1/.444
1
1/.444
!
5.337
!
14.7/!
!
3/.300
3
1./42
0
73.1!2
3
145.372
0
14.524
!
3/.417
0
11.!70
!2.!24
0
42.43!
020.172
7
15.0!2
!
34.402
7
!33.202
/
14.217
0
/!.270
/
20.004
4
17.!5!
!
3!.40
4
!72.7/!
5
10.7!4
0
4.1!
5
!7.724
12
1!.574
!
!.537
12
!5.372
11
11.320
0
0.!17
11
05/.3/7
1!
5.7/7
!
15.3!
1!
!3!.!!0
13
4.270
0
3!.!7
13
015.3!4
10
7.357
!
1!./5!
10
1/5.244
1
0.070
0
1/.47
1
!7/.402
17
!.142
!
0.372
17
75./72
1/
2.700
0
!./7
1/
03./5!
14
2.222
1
2.222
14
Σ1 = 9olume "eluncuran
42.7/!
Σ2 =
ouyancy "eluncuran
2.222 0!53.!
Atas(at)
awah(ba)
53.572
sl > ba # at
53.572
2.222
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c >
1.23 m3
ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h >
4./! m
9olume *apal 9kp > 13 *% Σ1 >
1137.77 m3
ouyancy *apal A"kp > Σ2Σ1 *% >
03.0!! m
9 > (p %l > 11!.175 m3
A" > (9kp.A"kp G 9sl.A"sl)9 > 03.7!4 m
$angkah hs >
5
sebenarnya
.4/3 m
Air sampai dengan station
14
b > 3.40! m Untuk *apal Station
$uas (A)
T& =
0.6155294
Untuk Sepatu $unc s
As
n
Asn
Atas(at) awah(ba)
2
2.222
1
2.222
2
2.222
1
11.0!4
0
0./1!
1
0./1!
!
!3.!40
!
07.74
!
53.137
9olume Sepatu $uncur
3
37.15!
0
100./74
3
030.320
9sl > (at G ba)! H
0
0!.!3!
!
40.070
0
33/.47
03.002
0
1/3./72
474.422
ouyancy Sepatu $uncu
7
01.33!
!
4!.770
7
05.540
A"sl > P(at!)(at.b.
/
34.13!
0
1!.!4
/
127/.757
4
30.344
!
74.//7
4
2.!24
5
32.700
0
1!!./7
5
1123.140
12
!7.520
!
3.424
12
34.242
11
!3.172
0
5!.702
11
1215.202
1!
15./!
!
35.20
1!
0/0.204
13
17.07
0
7.4!0
13
4./1!
10
13.25!
!
!7.140
10
377./7
1
5.144
0
37./!
1
1.!42
17
0.44
!
5.1/7
17
107.417
1/
1.017
0
.770
1/
57.!44
14
2.222
1
2.222
14
2.222
Σ1 = 9olume "eluncuran 9 > (p %l > !07.27 m3
1!1.374
Σ2 =
5200./!2
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 0!.04 m
53.572
53.572
>
1.23
>
4./!
9olume *apal 9kp > 13 *% >
!005.3
ouyancy *apal A"kp > Σ2Σ1 *% >
0!.007
r sl > ba # at 2.222
,alam m
bHc m3 r ) G (sl3)(sl.b.c)Q9sl G h m
1 m3
m
$angkah
12
hs >
1
.4/3 m
Air s ampai dengan station
b >
!2
7.05/ m
T& =
0.000
Untuk *apal Station
Untuk Sepatu $uncur
$uas (A)
s
As
n
Asn
Atas(at)
2
2.222
1
2.222
2
2.222
1
!!.!!0
0
44.457
1
44.457
!
00.737
!
45.!/!
!
1/4.00
3
7/.7!0
0
!/2.057
3
411.044
0
/4.1!2
!
17.!02
0
7!0.572
/5.042
0
31/.5!2
145.722
7
/.402
!
11.742
7
512.242
/
/2./5!
0
!43.174
/
154!.1/7
4
7.2!4
!
132.27
4
1202.004
5
5.!/!
0
!3/.244
5
!133./5!
12
3.24
!
12/.217
12
12/2.172
11
0/./00
0
152.5/7
11
!122./37
1!
01.542
!
43.572
1!
122/.!2
13
37.!1!
0
100.404
13
1443.2!0
10
32.074
!
72.537
10
43.120
1
!3.342
0
53.!2
1
102!.422
17
13.772
!
!/.3!2
17
03/.1!2
1/
.544
0
!3.5!
1/
02/.140
14
!.2/!
!
0.100
14
/0.5!
15
2.35!
0
1.74
15
!5./5!
!2
2.222
1
Σ1 =
2.222 !073.27
!2
Σ2 =
2.222 147!7.217
awah(ba) sl > ba # at
53.572
53.572
2.222
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c >
1.23 m3
ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h >
4./! m
9olume *apal 9kp > 13 *% Σ1 >
04!1.03! m3
ouyancy *apal A"kp > Σ2Σ1 *% >
00.025 m
9olume "eluncuran 9 > (p %l >
0437.537 m3
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 >
00.0 m
$angkah hs >
12
!
.4/3 m
Air s ampai dengan s tation b >
!2
T& =
0.33! m
2.222
Untuk *apal Station
Untuk Sepatu $uncur $uas (A)
s
As
n
Asn
2
2.222
1
2.222
2
2.222
1
13.322
0
3.!22
1
3.!22
!
!7.444
!
3.//7
!
12/.!
3
0!.2!4
0
174.11!
3
20.337
0
05.717
!
55.!3!
0
357.5!4
1.2/7
0
!20.320
12!1.!2
7
05.270
!
54.1!4
7
44./74
/
0.400
0
143.3/7
/
1!43.73!
4
0!.240
!
40.174
4
7/3.300
5
34.3!0
0
13.!57
5
13/5.770
12
30.70
!
75.1!4
12
751.!42
11
32.420
0
1!3.!17
11
13.3/7
1!
!/.200
!
0.244
1!
705.27
13
!3.!40
0
53.137
13
1!12./74
10
15./3!
!
35.070
10
!.057
1
1.35!
0
71.74
1
5!3.!2
17
5.!17
!
14.03!
17
!50.51!
1/
0.!70
0
1/.27
1/
!45.5!
14
1./!
!
3.100
14
7.5!
15
2.31!
0
1.!04
15
!3./1!
!2
2.222
1
Σ1 =
2.222 1/4.2/!
!2
Σ2 =
2.222 1!27.724
Atas(at)
awah(ba) sl > ba # at
53.572
53.572
2.222
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c >
1.23 m3
ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h >
4./! m
9olume *apal 9kp > 13 *% Σ1 >
3245.2/7 m3
ouyancy *apal A"kp > Σ2Σ1 *% >
00.477 m
9olume "eluncuran 9 > (p %l >
3120./5 m3
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 >
00.537 m
$angkah
12
hs >
3
.4/3 m
Air s ampai dengan station b >
!2
T& =
!.177 m
Untuk *apal Station 2
Untuk Sepatu $uncur
$uas (A)
s
As
n
Asn
2.222
1
2.222
2
2.222
1
.3!2
0
!1.!42
1
!1.!42
!
11.!24
!
!!.017
!
00.43!
3
14.5!
0
/0.374
3
!!3.120
0
!!.!5!
!
00.40
0
1/4.337
!3./02
0
50.572
0/0.422
7
!!.517
!
0.43!
7
!/0.55!
/
!1.057
0
4.540
/
721.444
4
15.402
!
35.742
4
31/.002
5
14.144
0
/!./!
5
70./74
12
17.37
!
33.2/!
12
332./!2
11
10.440
0
5.37
11
70.457
1!
13.!3!
!
!7.070
1!
31/.74
13
11.42
0
07.3!2
13
72!.172
10
5.474
!
15./37
10
!/7.320
1
/.757
0
32./40
1
071./72
17
0.724
!
5.!17
17
10/.07
1/
!.137
0
4.00
1/
10.!04
14
/.442
!
1./72
14
!43.742
15
2.172
0
2.702
15
1!.172
!2
2.222
1
Σ1 =
2.222 /1.5!4
!2
Σ2 =
2.222 72!3.35!
Atas(at)
awah(ba) sl > ba # at
53.572
53.572
2.222
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c >
1.23 m3
ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h >
4./! m
9olume *apal 9kp > 13 *% Σ1 >
10/1.455 m3
ouyancy *apal A"kp > Σ2Σ1 *% >
0/.20! m
9olume "eluncuran 9 > (p %l >
104/.02! m3
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 >
0/.170 m
$angkah 12 Sebenarnya hs > .4/3 m Air sampai dengan station !2 b > 3.77 m T& Untuk *apal Station $uas (A) s As 2 2.222 1 2.222 1 12.22 0 0!.222 ! !1.71! ! 03.!!0 3 30.25! 0 137.374 0 02.!7 ! 42.1! 0!.21! 0 174.204 7 02.07 ! 42.51! / 3/.4! 0 11.024 4 30./20 ! 75.024 5 31.72 0 1!7.!02 12 !4.017 ! 7.43! 11 !.!74 0 121.2/! 1! !!.13! ! 00.!70 13 15.372 0 //.002 10 17.20 ! 33.224 1 1!.4/! 0 1.044 17 /./1! ! 1.0!0 1/ 3.74 0 10.!/! 14 1.3!2 ! !.702 15 2.340 0 1.37 !2 2.222 1 2.222 Σ1 = 1!57.257 9olume "eluncuran 9 > (p %l > !!.711 m3
= n 2 1 ! 3 0 7 / 4 5 12 11 1! 13 10 1 17 1/ 14 15 !2 Σ2 =
2.222 Asn 2.222 0!.222 47.004 025.120 3!!.204 402.!02 04.0/! 125.47 .!70 1137.172 74.3!2 1111./5! 31.174 1227./!2 07!.11! //!.3!2 !07./40 !0!.7!0 0/.!2 !5.140 2.222 55.137
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 0.145 m
Untuk Sep Atas(at) 53.572 9olume Se 9sl > > ouyancy A"sl > > 9olume *a 9kp > > ouyancy A"kp > >
tu $uncur awah(ba) sl > ba # at 53.572 2.222
,alam m
atu $uncur (at G ba)! H b H c 1.23 m3 epatu $uncur P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h
4./! m pal 13 *% Σ1 !3/.124 m3 apal Σ2Σ1 *% 0.127 m
$angkah hs >
11
1 .4/3 m
Air sampai dengan station
b >
!!
/.113 m
T& =
0.61552937
Untuk *apal Station
Untuk Sepatu $uncur $uas (A)
s
As
n
Asn
2
2.2!4
1
2.2!4
2
2.222
1
!.437
0
123.300
1
123.300
!
1.3!2
!
12!.702
!
!2.!42
3
/7.700
0
327./7
3
515./!4
0
44.5!
!
1//.520
0
/11.717
51.300
0
37.3/7
14!7.442
7
4/.320
!
1/0.724
7
120/.704
/
4!.31!
0
3!5.!04
/
!320./37
4
/7.!4
!
13.27
4
1!!0.004
5
/2./!
0
!43.224
5
!0/.2/!
12
7.220
!
132.224
12
1322.242
11
5.!70
0
!3/.27
11
!72/.717
1!
3.05!
!
127.540
1!
1!43.424
13
0/./!2
0
152.442
13
!041.002
10
01.537
!
43.4/!
10
11/0.!24
1
30.1!0
0
137.057
1
!20/.002
17
!1.404
!
03.757
17
755.137
1/
12.540
0
03.537
1/
/07.51!
14
0./7
!
5.1!
14
170./37
15
1.!7
0
.2!0
15
5.07
!2
2.222
1
Σ1 =
2.222 !54!.45!
!2
Σ2 =
2.222 !3051.40
Atas(at)
awah(ba) sl > ba # at
53.572
53.572
2.222
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c >
1.23 m3
ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h >
4./! m
9olume *apal 9kp > 13 *% Σ1 >
435.211 m3
ouyancy *apal A"kp > Σ2Σ1 *% >
07.!05 m
9olume "eluncuran 9 > (p %l >
40.10 m3
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 >
07.!4! m
$angkah hs >
11
! .4/3 m
Air sampai dengan station b >
!!
T& =
0./0! m
0.61552937
Untuk *apal Station
Untuk Sepatu $uncur $uas (A)
s
As
n
Asn
2
2.222
1
2.222
2
2.222
1
1.122
0
72.022
1
72.022
!
32.70
!
71.1!4
!
1!!.!7
3
0/.//7
0
151.120
3
/3.31!
0
7./70
!
113.!4
0
00.11!
4.!2
0
!30.242
11/2.022
7
7./!0
!
113.004
7
742.744
/
3.1!
0
!10.204
/
1054.337
4
05.774
!
55.337
4
/50.744
5
0.400
0
143.3/7
5
172.340
12
0!.240
!
40.174
12
401.742
11
34.3!2
0
13.!42
11
1747.242
1!
30.70
!
75.1!4
1!
4!5.37
13
32.424
0
1!3.!3!
13
172!.217
10
!7.57
!
3.51!
10
/0./74
1
!1./22
0
47.422
1
132!.222
17
13.4!4
!
!/.77
17
00!.057
1/
/.124
0
!4.03!
1/
043.300
14
3.100
!
7.!44
14
113.140
15
2.537
0
3./00
15
/1.137
!2
2.222
1
Σ1 =
2.222 152/.244
!2
Σ2 =
2.222 1132.417
Atas(at)
awah(ba) sl > ba # at
53.572
53.572
2.222
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c >
1.23 m3
ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h >
4./! m
9olume *apal 9kp > 13 *% Σ1 >
3/33.1! m3
ouyancy *apal A"kp > Σ2Σ1 *% >
07.5! m
9olume "eluncuran 9 > (p %l >
3/04.7!4 m3
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 >
07.703 m
$angkah hs >
11
3
.4/3 m
Air s ampai dengan station b >
!!
T& =
!.3/1 m
0.6155294
Untuk *apal Station
Untuk Sepatu $uncur $uas (A)
s
As
n
Asn
2
2.222
1
2.222
2
2.222
1
7.274
0
!0.!/!
1
!0.!/!
!
1!.47
!
!./1!
!
1.0!0
3
!1.!74
0
4.2/!
3
!.!17
0
!.73!
!
1.!70
0
!2.27
!/.3/!
0
125.044
0/.002
7
!7.700
!
3.!44
7
315./!4
/
!.1/!
0
122.744
/
/20.417
4
!3.!5!
!
07.40
4
3/!.7/!
5
!1.22
0
47.222
5
//0.222
12
15.404
!
35.757
12
357.572
11
14.157
0
/!./40
11
422.7!0
1!
17.02
!
33.242
1!
357.572
13
10.444
0
5.!
13
//0.1/7
10
13.172
!
!7.3!2
10
374.042
1
12./42
0
03.1!2
1
707.422
17
7.5!2
!
13.402
17
!!1.002
1/
3.7
0
10.!!0
1/
!01.424
14
1./!
!
3.100
14
7.5!
15
2.074
0
1.4/!
15
3.74
!2
2.222
1
Σ1 =
2.222 452.222
!2
Σ2 =
2.222 /150.23!
Atas(at)
awah(ba) sl > ba # at
53.572
53.572
2.222
,alam m
9olume Sepatu $uncur 9sl > (at G ba)! H b H c >
1.23 m3
ouyancy Sepatu $uncur A"sl > P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl G h >
4./! m
9olume *apal 9kp > 13 *% Σ1 >
1/0!.1/ m3
ouyancy *apal A"kp > Σ2Σ1 *% >
0/.074 m
9olume "eluncuran 9 > (p %l >
1//.7/4 m3
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 >
0/.74 m
$angkah 11 Sebenarnya hs > .4/3 m Air sampai dengan station !! T& b > 3.342 m Untuk *apal Station $uas (A) s As 2 2.222 1 2.222 1 5.440 0 35.37 ! !2.24 ! 01.217 3 3!./3! 0 132.5!4 0 35.25! ! /4.140 01.172 0 170.702 7 35.557 ! /5.55! / 3/.420 0 11.!17 4 3.242 ! /2.172 5 3!.372 0 1!5.002 12 !5.737 ! 5.!/! 11 !7.517 0 12/.770 1! !0.15! ! 04.340 13 !1.! 0 47.!24 10 15.27 ! 34.11! 1 1.720 0 7!.017 17 12.21! ! !2.2!0 1/ .1! 0 !2.724 14 !.!42 ! 0.72 15 2.544 0 3.5! !2 2.222 1 2.222 Σ1 = 1337.31! 9olume "eluncuran 9 > (p %l > !731.330 m3
= n 2 1 ! 3 0 7 / 4 5 12 11 1! 13 10 1 17 1/ 14 15 !2 Σ2 =
0.61552937 As n 2.222 35.37 4!.23! 35!./40 31!./37 4!3.!22 0/5.5! 124.1! 71.!42 1170.572 5!./!2 1140.320 42.724 11!2./20 33.74 537.!02 3!2.340 32.337 4!.242 /.244 2.222 12751.2!0
ouyancy "eluncuran A" > (9kp.A"kp (9kp.A"kp G 9sl.A"sl)9 9sl.A"sl)9 > 0/.2! m
Untuk Sep Atas(at) 53.572 9olume Se 9s l > > ouyancy A"sl > > 9olume *a 9kp > > ouyancy A"kp > >
tu $uncur awa awah( h(ba ba)) sl > ba # at 53.572 2.222
,ala ,alam m m
atu $uncur (at G ba)! H b H c 1.23 1.23 m3 epatu $uncur P(at!)(at.b.c) G (sl3)(sl.b.c)Q9sl (sl3)(sl.b.c)Q9sl G h
4./! 4./! m pal 13 *% Σ1 !71.431 !71.431 m3 apal Σ2Σ1 *% 07.54! 07.54! m
$angkah 1! 1 hs > .4/3 m Air sampai dengan station
b >
3.8641854 !0
/./!4 m
Untuk *apal Station $uas (A) 2 1.472 1 32.!74 ! 4.770 3 47.!74 0 55.574 123.104 7 54.4/! / 53.504 4 44.13! 5 4!.372 12 /7./! 11 /2./57 1! 7.204 13 5.!57 10 3./! 1 0.022 17 31.2! 1/ 1/.!00 14 /.544 15 !.24 !2 2.222
T& = s 1 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 1
Σ1 = 9olume "eluncuran 9 > (p %l > 7514./2 m3
As 1.472 1!1.2/! 11/.3!4 30.2/! 155.537 01!.5! 15/./00 3/./5! 1/7.!70 3!5.002 13.100 !43.140 132.257 !3/.140 12/.100 141.722 7!.120 74.5/7 1.5/7 12.23! 2.222 3!7.02
n 2 1 ! 3 0 7 / 4 5 12 11 1! 13 10 1 17 1/ 14 15 !2 Σ2 =
1.2310587 Asn 2.222 1!1.2/! !30.77 123.!17 /55./00 !27!.572 1147.070 !732.00 1012.11! !570.572 131.002 311.2!0 171.1! 3243.35! 122.217 !/!0.222 553.770 11/!.5! !4/.74 152.724 2.222 !472.140
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 0/.75 m
Untuk Sepatu $uncur Atas(at) a awah(ba) 53.572 53.572 9olume Sepatu $uncu 9sl > (at G ba)! > 1.23 ouyancy Sepatu $un P(at! !)( )(at at.b .b.. A"sl > P(at > 4./! 9olume *apal 9kp > 13 *% > 75 7 523.!2! ouyancy *apal A"kp > Σ2Σ1 * > 0/.730
sl > ba # at 2.222
,alam m
r HbHc m3 cur ) G (sl3)(sl.b.c)Q9sl G h
m
Σ1 m3
m
$angkah 1! ! hs > .4/3 m Air sampai dengan station b > .1! m Untuk *apal Station $uas (A) 2 2.222 1 17.522 ! 30.70 3 !.5/! 0 73.5!2 7.570 7 70.3/7 / 71.!17 4 /.370 5 3.17 12 05.774 11 0.402 1! 0!.244 13 34.3!0 10 30.!2 1 !4.540 17 15.!5! 1/ 12.104 14 0./!2 15 1.70 !2 2.222
!0
T& = s 1 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 1
Σ1 = 9olume "eluncuran 9 > (p %l > 002.75 m3
As 2.222 7/.722 75.1!4 !11.444 1!/.402 !73.47 1!4./! !00.470 110./!4 !10.270 55.337 143.372 40.1/7 13.!57 75.202 11.537 34.40 02.5! 5.002 7.!7 2.222 !!0!./37
n 2 1 ! 3 0 7 / 4 5 12 11 1! 13 10 1 17 1/ 14 15 !2 Σ2 =
Asn 2.222 7/.722 134.!7 73.770 11.372 1315.!42 //!.1! 1/10.204 51/.4!0 15!7./7 553.372 !217.572 1212.11! 155!.404 577.72 1/35.202 71/.300 752.270 175.5!2 114.470 2.222 14314.15!
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 04.223 m
Untuk Sepatu $uncur Atas(at) awah(ba) 53.572 53.572 9olume Sepatu $uncu 9sl > (at G ba)! > 1.23 ouyancy Sepatu $un A"sl > P(at!)(at.b. > 4./! 9olume *apal 9kp > 13 *% > 0352.17 ouyancy *apal A"kp > Σ2Σ1 * > 0/.57
sl > ba # at 2.222
,alam m
r HbHc m3 cur ) G (sl3)(sl.b.c)Q9sl G h
m
Σ1 m3
m
$angkah 1! 3 hs > .4/3 m Air sampai dengan station b > !./7 m Untuk *apal Station $uas (A) 2 2.222 1 7.417 ! 10.05! 3 !3.53! 0 !4.574 32.544 7 32.374 / !4.5!0 4 !/.200 5 !.174 12 !3.!40 11 !1.057 1! 15.400 13 14.15! 10 17.004 1 13.47 17 5.!!2 1/ 0.5/7 14 !.37 15 2./42 !2 2.222
!0
T& = s 1 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 1
Σ1 = 9olume "eluncuran 9 > (p %l > !272.!32 m3
As 2.222 !/.!70 !4.540 5./!4 /.537 1!3.5! 72./37 11.757 0.244 122.7/! 07.74 4.540 35.744 /!./74 3!.457 .0!0 14.002 15.520 0./1! 3.1!2 2.222 1200.72
n 2 1 ! 3 0 7 / 4 5 12 11 1! 13 10 1 17 1/ 14 15 !2 Σ2 =
Asn 2.222 !/.!70 /.574 !4/.140 !31./00 715./72 370.017 425.4/! 03!./20 527.204 07.742 50.4!0 0/7.!7 50.540 072.00 431.372 !5.202 334.374 40.417 5.!42 2.222 4702.11!
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 04.71 m
Untuk Sepatu $uncur Atas(at) awah(ba) 53.572 53.572 9olume Sepatu $uncu 9sl > (at G ba)! > 1.23 ouyancy Sepatu $un A"sl > P(at!)(at.b. > 4./! 9olume *apal 9kp > 13 *% > !200./!7 ouyancy *apal A"kp > Σ2Σ1 * > 04./
sl > ba # at 2.222
,alam m
r HbHc m3 cur ) G (sl3)(sl.b.c)Q9sl G h
m
Σ1 m3
m
$angkah 1! Sebenarnya hs > .4/3 m Air sampai dengan station !0 b > 3.!0 m T& Untuk *apal Station $uas (A) s As 2 2.222 1 2.222 1 5.000 0 3/.//7 ! 15./!4 ! 35.07 3 31./42 0 1!/.1!2 0 34.324 ! /7.717 02.720 0 17!.017 7 35./00 ! /5.044 / 3/.470 0 11.07 4 3.072 ! /2.5!2 5 33.2! 0 13!.!24 12 32.704 ! 71.!57 11 !4.!37 0 11!.500 1! !.43! ! 1.770 13 !3.0!4 0 53./1! 10 !1.2! ! 0!.120 1 1/./3! 0 /2.5!4 17 11.422 ! !3.722 1/ 7.3/! 0 !.044 14 3.2!2 ! 7.202 15 1.07 0 .4!0 !2 2.222 1 2.222 Σ1 = 13/1.27 9olume "eluncuran 9 > (p %l > !755.307 m3
= n 2 1 ! 3 0 7 / 4 5 12 11 1! 13 10 1 17 1/ 14 15 !2 Σ2 =
1.231058735 Asn 2.222 3/.//7 /4.51! 341.372 327.070 41!.242 0/7.5!4 1272.15! 7/.372 1145.4/! 71!.572 1!0!.340 715.574 1!14.!7 45.07 1273.5!2 3//.722 033.!57 124./!2 112.77 2.222 11!44.172
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 04.025 m
Untuk Sepatu $uncur Atas(at) awah(ba) 53.572 53.572 9olume Sepatu $uncu 9sl > (at G ba)! > 1.23 ouyancy Sepatu $un A"sl > P(at!)(at.b. > 4./! 9olume *apal 9kp > 13 *% > !743.40! ouyancy *apal A"kp > Σ2Σ1 * > 04.305
sl > ba # at 2.222
,alam m
r HbHc m3 cur ) G (sl3)(sl.b.c)Q9sl G h
m
Σ1 m3
m
Lang(a* 13 *% = 5.8725 m )i" %ampai &engan %tati$n T# = 8.3439 m ;nt( Kapal Stati$n La% ) % 0 5.676 1 36.1 2 66.516 3 96.492 4 111.096 5 114.48 6 110.432 7 105.568 8 99.736 9 93.932 10 88.16 11 82.372 12 76.6 13 70.832 14 65.084 15 56.684 16 40.612 17 24.156 18 12.336 19 4.404 20 0 S1 = $lme Peln!"an = (p %l = 8015.61 m3
1 4.17195 26 T& = )% 1 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 1
n 5.676 144.4 133.032 385.968 222.192 457.92 220.864 422.272 199.472 375.728 176.32 329.488 153.2 283.328 130.168 226.736 81.224 96.624 24.672 17.616 0 4086.9 S2 =
1.846588 )%n 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
0 144.4 266.064 1157.904 888.768 2289.6 1325.184 2955.904 1595.776 3381.552 1763.2 3624.368 1838.4 3683.264 1822.352 3401.04 1299.584 1642.608 444.096 334.704 0 33858.77
,$+an!+ Peln!"an )P, = (p.)P,(p %l.)P,%l = 48.67142 m
;nt( Sepat Ln!" )ta%at ,aa*#a 93.96 93.96 $lme Sepat Ln! %l = at #a2 = 15.5034 ,$+an!+ Sepat Ln )P,%l = alam 0m
" #! m3 !" .! %l3%l.#.!%l * m
1 m3 m
Stati$n 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
La% ) 5.676 36.1 66.516 96.492 111.096 114.48 110.432 105.568 99.736 93.932 88.16 82.372 76.6 70.832 65.084 56.684 40.612 24.156 12.336 4.404 0
0.1419 0.9025 1.6629 2.4123 2.7774 2.862 2.7608 2.6392 2.4934 2.3483 2.204 2.0593 1.915 1.7708 1.6271 1.4171 1.0153 0.6039 0.3084 0.1101 0
Lang(a* 13 *% = 5.8725 m )i" %ampai &engan %tati$n T# = 5.5626 m ;nt( Kapal Stati$n La% ) % 0 0 1 18.704 2 38.812 3 60.068 4 71.08 5 74.264 6 72.048 7 68.92 8 65.144 9 61.216 10 57.372 11 53.52 12 49.672 13 45.848 14 42.092 15 36.272 16 25.292 17 14.448 18 7.024 19 2.308 20 0 S1 = $lme Peln!"an = (p %l = 5103.719 m3
2 26 T& = )% 1 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 1
n 0 74.816 77.624 240.272 142.16 297.056 144.096 275.68 130.288 244.864 114.744 214.08 99.344 183.392 84.184 145.088 50.584 57.792 14.048 9.232 0 2599.344 S2 =
)%n 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
0 74.816 155.248 720.816 568.64 1485.28 864.576 1929.76 1042.304 2203.776 1147.44 2354.88 1192.128 2384.096 1178.576 2176.32 809.344 982.464 252.864 175.408 0 21698.74
,$+an!+ Peln!"an )P, = (p.)P,(p %l.)P,%l = 49.05178 m
;nt( Sepat Ln!" )ta%at ,aa*#a 93.96 93.96 $lme Sepat Ln! %l = at #a2 = 15.5034 ,$+an!+ Sepat Ln )P,%l = alam 0m
" #! m3 !" .! %l3%l.#.!%l * m
1 m3 m
Stati$n
La% ) 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
0 18.704 38.812 60.068 71.08 74.264 72.048 68.92 65.144 61.216 57.372 53.52 49.672 45.848 42.092 36.272 25.292 14.448 7.024 2.308 0
0 0.4676 0.9703 1.5017 1.777 1.8566 1.8012 1.723 1.6286 1.5304 1.4343 1.338 1.2418 1.1462 1.0523 0.9068 0.6323 0.3612 0.1756 0.0577 0
Lang(a* 13 *% = 5.8725 m )i" %ampai &engan %tati$n T# = 2.7813 m ;nt( Kapal Stati$n La% ) % 0 0 1 7.572 2 16.136 3 26.612 4 32.312 5 34.612 6 34.096 7 32.688 8 30.808 9 28.932 10 27.052 11 25.168 12 23.288 13 21.5 14 19.74 15 16.932 16 11.524 17 6.396 18 3.14 19 1.092 20 0 S1 = $lme Peln!"an = (p %l = 2368.826 m3
3 26 T& = )% 1 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 1
n 0 30.288 32.272 106.448 64.624 138.448 68.192 130.752 61.616 115.728 54.104 100.672 46.576 86 39.48 67.728 23.048 25.584 6.28 4.368 0 1202.208 S2 =
)%n 0 0 1 30.288 2 64.544 3 319.344 4 258.496 5 692.24 6 409.152 7 915.264 8 492.928 9 1041.552 10 541.04 11 1107.392 12 558.912 13 1118 14 552.72 15 1015.92 16 368.768 17 434.928 18 113.04 19 82.992 20 0 10117.52
,$+an!+ Peln!"an )P, = (p.)P,(p %l.)P,%l = 49.48257 m
;nt( Sepat Ln!" )ta%at ,aa*#a 93.96 93.96 $lme Sepat Ln! %l = at #a2 = 15.5034 ,$+an!+ Sepat Ln )P,%l = alam 0m
" #! m3 !" .! %l3%l.#.!%l * m
1 m3 m
Stati$n
La% ) 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
0 7.572 16.136 26.612 32.312 34.612 34.096 32.688 30.808 28.932 27.052 25.168 23.288 21.5 19.74 16.932 11.524 6.396 3.14 1.092 0
0 0.1893 0.4034 0.6653 0.8078 0.8653 0.8524 0.8172 0.7702 0.7233 0.6763 0.6292 0.5822 0.5375 0.4935 0.4233 0.2881 0.1599 0.0785 0.0273 0
Lang(a* 13 Se#ena"n+a *% = 5.8725 m )i" %ampai &engan %tati$n 26 T# = 3.129028 m T& = ;nt( Kapal Stati$n La% ) % )% n 0 0 1 0 1 9.056 4 36.224 2 19.028 2 38.056 3 30.992 4 123.968 4 37.532 2 75.064 5 40.032 4 160.128 6 39.404 2 78.808 7 37.784 4 151.136 8 35.636 2 71.272 9 33.5088 4 134.0352 10 31.336 2 62.672 11 29.192 4 116.768 12 27.04 2 54.08 13 24.88 4 99.52 14 22.632 2 45.264 15 19.352 4 77.408 16 13.168 2 26.336 17 7.312 4 29.248 18 3.592 2 7.184 19 1.248 4 4.992 20 0 1 0 S1 = 1392.163 S2 = $lme Peln!"an = (p %l = 2740.663 m3
1.846588 )%n 0 0 1 36.224 2 76.112 3 371.904 4 300.256 5 800.64 6 472.848 7 1057.952 8 570.176 9 1206.317 10 626.72 11 1284.448 12 648.96 13 1293.76 14 633.696 15 1161.12 16 421.376 17 497.216 18 129.312 19 94.848 20 0 11683.88
,$+an!+ Peln!"an )P, = (p.)P,(p %l.)P,%l = 49.33901 m
;nt( Sepat Ln!" )ta%at ,aa*#a 93.96 93.96 $lme Sepat Ln! %l = at #a2 = 15.5034 ,$+an!+ Sepat Ln )P,%l = alam 0m
" #! m3 !" .! %l3%l.#.!%l * m
1 m3 m
75 1 Stati$n La% ) 0 0 1 9.056 2 19.028 3 30.992 4 37.532 5 40.032 6 39.404 7 37.784 8 35.636 9 33.5088 10 31.336 11 29.192 12 27.04 13 24.88 14 22.632 15 19.352 16 13.168 17 7.312 18 3.592 19 1.248 20 0
0 0.2264 0.4757 0.7748 0.9383 1.0008 0.9851 0.9446 0.8909 0.83772 0.7834 0.7298 0.676 0.622 0.5658 0.4838 0.3292 0.1828 0.0898 0.0312 0
Lang(a* 14 *% = 5.8725 m )i" %ampai &engan %tati$n T# = 8.959 m ;nt( Kapal Stati$n La% ) % 0 11.152 1 42.156 2 74.7 3 106.284 4 122.14 5 125.972 6 122 7 117.252 8 111.416 9 105.58 10 99.744 11 93.92 12 88.148 13 82.376 14 76.624 15 67.972 16 50.232 17 31.332 18 16.728 19 6.248 20 0 S1 = $lme Peln!"an = (p %l = 9119.805 m3
1 4.479715 28 T& = )% 1 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 1
n 11.152 168.624 149.4 425.136 244.28 503.888 244 469.008 222.832 422.32 199.488 375.68 176.296 329.504 153.248 271.888 100.464 125.328 33.456 24.992 0 4650.984 S2 =
2.462117 )%n 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
0 168.624 298.8 1275.408 977.12 2519.44 1464 3283.056 1782.656 3800.88 1994.88 4132.48 2115.552 4283.552 2145.472 4078.32 1607.424 2130.576 602.208 474.848 0 39135.3
,$+an!+ Peln!"an )P, = (p.)P,(p %l.)P,%l = 49.42946 m
;nt( Sepat Ln!" )ta%at ,aa*#a 93.96 93.96 $lme Sepat Ln! %l = at #a2 = 15.5034 ,$+an!+ Sepat Ln )P,%l = alam 0m
" #! m3 !" .! %l3%l.#.!%l * m
1 m3 m
Stati$n 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
La% ) 11.152 42.156 74.7 106.284 122.14 125.972 122 117.252 111.416 105.58 99.744 93.92 88.148 82.376 76.624 67.972 50.232 31.332 16.728 6.248 0
0.2788 1.0539 1.8675 2.6571 3.0535 3.1493 3.05 2.9313 2.7854 2.6395 2.4936 2.348 2.2037 2.0594 1.9156 1.6993 1.2558 0.7833 0.4182 0.1562 0
Lang(a* 14 *% = 5.8725 m )i" %ampai &engan %tati$n T# = 5.973 m ;nt( Kapal Stati$n La% ) % 0 0 1 20.636 2 42.656 3 65.976 4 78.22 5 81.924 6 79.7 7 76.612 8 72.76 9 68.912 10 65.068 11 61.208 12 57.36 13 53.512 14 49.696 15 43.552 16 31.276 17 18.744 18 9.676 19 4.096 20 0 S1 = $lme Peln!"an = (p %l = 5797.003 m3
2 28 T& = )% 1 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 1
n 0 82.544 85.312 263.904 156.44 327.696 159.4 306.448 145.52 275.648 130.136 244.832 114.72 214.048 99.392 174.208 62.552 74.976 19.352 16.384 0 2953.512 S2 =
)%n 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
0 82.544 170.624 791.712 625.76 1638.48 956.4 2145.136 1164.16 2480.832 1301.36 2693.152 1376.64 2782.624 1391.488 2613.12 1000.832 1274.592 348.336 311.296 0 25149.09
,$+an!+ Peln!"an )P, = (p.)P,(p %l.)P,%l = 50.02753 m
;nt( Sepat Ln!" )ta%at ,aa*#a 93.96 93.96 $lme Sepat Ln! %l = at #a2 = 15.5034 ,$+an!+ Sepat Ln )P,%l = alam 0m
" #! m3 !" .! %l3%l.#.!%l * m
1 m3 m
Stati$n
La% ) 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
0 20.636 42.656 65.976 78.22 81.924 79.7 76.612 72.76 68.912 65.068 61.208 57.36 53.512 49.696 43.552 31.276 18.744 9.676 4.096 0
0 0.5159 1.0664 1.6494 1.9555 2.0481 1.9925 1.9153 1.819 1.7228 1.6267 1.5302 1.434 1.3378 1.2424 1.0888 0.7819 0.4686 0.2419 0.1024 0
Lang(a* 14 *% = 5.8725 m )i" %ampai &engan %tati$n T# = 2.986 m ;nt( Kapal Stati$n La% ) % 0 0 1 8.348 2 17.776 3 29.276 4 35.64 5 38.224 6 37.812 7 36.444 8 34.564 9 32.684 10 30.804 11 28.924 12 27.044 13 25.164 14 23.168 15 20.008 16 13.828 17 7.82 18 3.928 19 2.048 20 0 S1 = $lme Peln!"an = (p %l = 2687.272 m3
3 28 T& = )% 1 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 1
n 0 33.392 35.552 117.104 71.28 152.896 75.624 145.776 69.128 130.736 61.608 115.696 54.088 100.656 46.336 80.032 27.656 31.28 7.856 8.192 0 1364.888 S2 =
)%n 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
0 33.392 71.104 351.312 285.12 764.48 453.744 1020.432 553.024 1176.624 616.08 1272.656 649.056 1308.528 648.704 1200.48 442.496 531.76 141.408 155.648 0 11676.048
,$+an!+ Peln!"an )P, = (p.)P,(p %l.)P,%l = 50.28576 m
;nt( Sepat Ln!" )ta%at ,aa*#a 93.96 93.96 $lme Sepat Ln! %l = at #a2 = 15.5034 ,$+an!+ Sepat Ln )P,%l = alam 0m
" #! m3 !" .! %l3%l.#.!%l * m
1 m3 m
Stati$n
La% ) 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
0 8.348 17.776 29.276 35.64 38.224 37.812 36.444 34.564 32.684 30.804 28.924 27.044 25.164 23.168 20.008 13.828 7.82 3.928 2.048 0
0 0.2087 0.4444 0.7319 0.891 0.9556 0.9453 0.9111 0.8641 0.8171 0.7701 0.7231 0.6761 0.6291 0.5792 0.5002 0.3457 0.1955 0.0982 0.0512 0
Lang(a* 14 Se#ena"n+a *% = 5.8725 m )i" %ampai &engan %tati$n 28 T# = 3.129028 m T& = ;nt( Kapal Stati$n La% ) % )% n 0 0 1 0 1 9.056 4 36.224 2 19.028 2 38.056 3 30.992 4 123.968 4 37.532 2 75.064 5 40.032 4 160.128 6 39.404 2 78.808 7 37.784 4 151.136 8 35.636 2 71.272 9 33.5088 4 134.0352 10 31.336 2 62.672 11 29.192 4 116.768 12 27.04 2 54.08 13 24.88 4 99.52 14 22.632 2 45.264 15 19.352 4 77.408 16 13.168 2 26.336 17 7.312 4 29.248 18 3.592 2 7.184 19 1.248 4 4.992 20 0 1 0 S1 = 1392.163 S2 = $lme Peln!"an = (p %l = 2740.663 m3
2.462117 )%n 0 0 1 36.224 2 76.112 3 371.904 4 300.256 5 800.64 6 472.848 7 1057.952 8 570.176 9 1206.317 10 626.72 11 1284.448 12 648.96 13 1293.76 14 633.696 15 1161.12 16 421.376 17 497.216 18 129.312 19 94.848 20 0 11683.88
,$+an!+ Peln!"an )P, = (p.)P,(p %l.)P,%l = 49.33901 m
;nt( Sepat Ln!" )ta%at ,aa*#a 93.96 93.96 $lme Sepat Ln! %l = at #a2 = 15.5034 ,$+an!+ Sepat Ln )P,%l = alam 0m
" #! m3 !" .! %l3%l.#.!%l * m
1 m3 m
1 Stati$n
La% ) 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
0 9.056 19.028 30.992 37.532 40.032 39.404 37.784 35.636 33.5088 31.336 29.192 27.04 24.88 22.632 19.352 13.168 7.312 3.592 1.248 0
0 0.2264 0.4757 0.7748 0.9383 1.0008 0.9851 0.9446 0.8909 0.83772 0.7834 0.7298 0.676 0.622 0.5658 0.4838 0.3292 0.1828 0.0898 0.0312 0
BAB IV PERHITUNGAN PELUNCURAN PERIODE I
"eriode ini dimulai pada saat kapal dilepas dan berakhir pada saat menyentuh air (Ap base line menyentuh permukaan air) a. Syarat kapal bergerak jika ;1L;3 " cos α B
;1 > " sin α
α "
α
*eterangan : " > erat peluncuran > 3150.5!73 ton α > Sudut kemiringan landasan >3 =aya#gaya yang diuraikan pada " adalah : 1. ;1 > " sin α > 17/.!1 ton !. ;! > " cos α > 3152. ton 3. ;3 > ' F ;! ,imana : ' > koe'isien gesek pada landasan '> 2.2!02 & untuk tekanan : '> 2.23!2 & untuk tekanan : '> 2.2022 & untuk tekanan : ekanan rata#rata pada landasan > "n.b.s > !2.71 Sehingga : '> 2.231 ;3 > 122. ton
gaya berat kapal gaya berat kapal normal posisi miri lawan gaya berat kapal pada posisi
32.22 tonm! !2.22 tonm3 12.22 tonm0 tonm!
*arena ;1L;3 maka dapat bergerak sehingga memenuhi persyaratan b. "embebanan pada "eriode + "embebanan rata#rata yang bekerja pada landasan untuk tiap meter ( O ) : O >" S dimana : " > erat peluncuran > 3150.5!73 ton S > "anjang sepatu luncur > O>
30.2232
53.572
m
tonm
"embebanan pada landasan dapat digambarkan sebagai trapesium dengan panjang S dan sisi#sisi sejajar Od dan Ob. Od Ob midship $8= M S *eterangan : M > -arak titik berat bidang beban terhadap ujung belakang bidang beban > @ S! # $8= $8= > #1.414/ m > 0.1713 m "embebanan depan (Od) : Od > @!O F (3M # S) S > 32.2 tonm "embebanan belakang (Ob) : Ob > @!O F (!S # 3M) S > 3/.5 tonm c. -arak yang ditempuh Ap base line kapal menyentuh permukaan air l > inggi sepatu peluncur g α > ./! m PERIODE II
"eriode ini dimulai pada akhir periode + dan berakhir pada waktu kapal mulai mengapung (Stern $i't) yaitu jika γ . 9gab . d # "8 L 2 dimana :
"8 > %omen dari gaya berat terhadap ujung belakang peluncur γ . 9gab . d > %omen dari gaya tekan keatas terhadap ujung belakang p
dimana :
maka :
"8 > " F @ ($pp!)#$8= " > erat peluncuran > $8= > #1.414/ m m > -arak ;p ke ujung depan sepatu > 11./0 m "8 > 100!4/.24/5 tonm
3150.53 ton
;3 > "' cos α
;! > " cos α
g
iring
luncur
Perhitunan Ke!eluruhan Untu" Perio#e II +tem
Satuan
λ
m m m m m m m m m m m m m m3 ton ton.m ton.m ton ton.m ton.m ton.m ton.m #
S So Sn b bN ' > A" g > $pp! G $8= h a > g # (Sn # λ) b > (Sn # λ ) # ' c > (S G h) # g d > (S G h) # ' 9 g9 g9b g9d " "a "c "d g9d # "c 8ek Stern $i't " # =D
$angkah 1 !.222 53.572 11./0 1/.075 2.54 1.!4 7.35 7.527 11./0 70.03/ #10.275 04./55 55.177 .1 .73 /5.32 72.1 3150.5!7 !24/1.35/ 1524.140 3174!4./3/ #130/.733 elum 3145.!/0
! !.222 53.572 !3.052 !5.!10 1./3 1.4/3 1!.471 7.527 11./0 !.75! #4.70/ 04./55 5!.400 !./!7 0.200 07/.321 21/.71 3150.5!7 174307.544 1524.140 !577!5.71 #12452.30 elum 3102.44!
3 !.222 53.572 3.!3 02.55 !.145 !.045 14.!51 7.527 11./0 02.50/ #!.33! 04./55 4/.010 150./45 155.75 07./ 1/0!.542 3150.5!7 1324!!./5 1524.140 !/5!42.55 #1340.!20 elum !55.!7/
0 !.222 53.572 07.542 !./20 !.420 3.120 !!.5!4 7.527 11./0 !5.!2! 0./// 04./55 4!./// 07!.25 0/0.2/! #!!70.20 35!0!.357 3150.5!7 53!54.1/2 1524.140 !7007/.721 #11777./45 elum !/!2.4
!.222 53.572 4./! 70.005 3.0!2 3./!2 !/.251 7.527 11./0 1/.0/ 1!.34 04./55 /4.710 4/2.45 45!.30 #112!4.24/ /211.72 3150.5!7 //3./71 1524.140 !1177.!11 #4/7.7!0 elum !32!./3
7 !.222 53.572 /2.0/2 /7.150 0.23 0.33 31.24 7.527 11./0 ./1! !2.137 04./55 /0.70/ 1014.041 103.503 #!5!//.177 1243!./4 3150.5!7 14!05.3! 1524.140 !34051.424 #0/3/.727 elum 1/02.543
/ !.222 53.572 4!.!1 4/.535 0.71 0.51 30.505 7.527 11./0 #7.233 !/.552 04./55 /2./7 !120.13 !17./34 #7237/.7/1 1!72!.223 3150.5!7 #15!/.2/ 1524.140 !!725.5 #3327.141 elum 1234.144
4 !.222 53.572 53.572 55.740 .!77 .77 34./7/ 7.527 11./0 #1/.//4 3.514 04./55 77.534 !5!.3/ !554.051 #12/755.235 !22/10.!23 3150.5!7 #7/55.077 1524.140 !13473.!/1 00427.215 Stern li't 157.03
5 !.222 53.572 12./2 111.0!5 .44! 7.14! 01.55 7.527 11./0 #!5.!3 00.03 04./55 73./12 3405.24/ 350.310 #1/324.!41 !137.41! 3150.5!7 #503!3.4/ 1524.140 !2305.03 5004.7!4 Stern li't #/2.344
12 !.222 53.572 11/.02 1!3.1/0 5./ 5.4/ 00.0 7.527 11./0 #01.!74 3./!2 04./55 71.!2 0437.537 05/.45 #!77330.733 3237/2./4 3150.5!7 #131404.!40 1524.140 15752.30! 10//7!.350 Stern li't #1/7!.533
Pem$e$anan Lan#a!an
1
SN >(SGh)#(Sn#λ) R > " # g9 F >(g9b # "a)R 13SN !3SN FN > F #[λ # (Sn # h) eban $andasan
m on m m m m
113.!37 3145.!/0 70./7 3/./0 /.052 0.322 trapesium
!
121.051 3102.44! 3./0/ 33.432 7/.772 07.!1/ trapesium
3
45./07 !55.!7/ 03.43! !5.51 5.432 04.207 trapesium
0
/4.221 !/!2.4 33.04 !7.222 !.222 05.01/ trapesium
77.!7 !32!./3 15.033 !!.24 00.1/2 0/.13/ segitiga 1
7
0.11 1/02.543 #7.330 14.1/2 37.302 33.11 segitiga 1
/
0!./77 1234.144 #/7./13 10.! !4.12 #!.15 segitiga 1
pesium (13SNF!3SN) O > RSN tonm O' > !O(3F # SN)SN tonm Oa > !O(!SN #3F)SN tonm
!4.17 02.20! 17.!44
32.504 37.002 !.0
33.3/ 31.2! 3.754
30.44! !2.212 05./
# # #
# # #
# # #
Segitiga 1 (F 13SN) O > R3F tonm Od > 2 tonm Ob > !O tonm
# # #
# # #
# # #
# # #
35.057 2.222 /4.55!
#51.71/ 2.222 #143.!3
#0.11 2.222 #5.2!!
Segitiga ! (!3SN F) O > R3F tonm Od > !O tonm Ob > 2 tonm
# # #
# # #
# # #
# # #
# # #
# # #
# # #
# # #
7 # # #
/ # # #
4
5
12
31.2!1 157.03 #!5.117 12.302 !2.742 #157.1//
15.!/7 #/2.344 12/.5!3 7.0! 1!.42 14!.724
/.31 #1/7!.533 /7.!47 !.12 .2!2 17!./1
2.222 2.222 2.222
2.222 2.222 2.222
2.222 2.222 2.222
"?B=?8?*AB ,?B=AB = / y! > 4 F1 > #3327.142445537 F! > 00427.215
F3 > y3 >
5 5004.7!4
"ersamaan linear yang digunakan : y > (F # F1) (F # F!) y2 G (F # F2)(F # F!) y1 G (F # F2) (F # F1) y! (F2 # F1) (F2 # F!) (F1 # F2) (F1 # F!) (F! # F2) (F! # F1) > /.2/23 -adi stern li't terjadi pada langkah ke F >
/.2/2!4
,ata dari bonjean untuk langkah tersebut adalah : b > 0.7502 m
-arak dari ujung sepatu -arak dari transom
d >
!.3075520/! #1.55250 m
0.3531 m 45.7705 m
Untuk *apal Station 2 1 ! 3 0 7 / 4 5 12 11 1! 13 10 1 17
$uas (A) 2.222 10.122 !4.2!0 01.557 0/.070 0/.217 0!.540 3/./24 3!.!3! !7.7!2 !1.1! 17.17 11.!22 7.!37 1.!74 2.222 2.222
s 1 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 1 S1 >
9olume "eluncuran 9 > 9kp G 9sl > !!15.022 m3
As 2.222 7.022 7.204 17/.540 50.5!4 144.270 4.574 12.43! 70.070 127.042 0!.320 70.7!0 !!.022 !0.500 !.37 2.222 2.222 11!/.5/7
n 2 1 ! 3 0 7 / 4 5 12 11 1! 13 10 1 17 S! >
Asn
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 3.071 m
2.222 7.022 11!.257 23.5! 3/5./1! 502.3!2 1.424 12.4!0 1./1! 54.3!2 0!3.202 /12.470 !74.422 3!0.!/! 3.20 2.222 2.222 7422.7!0
Untuk Sepatu $uncur Atas(at) awah(ba) sl > ba # at 77.10/ /1.4/! ./!0
9olume Sepatu $uncur 9sl > (at G ba)! H b H c > 11.34/ m3 ouyancy Sepatu $uncur A"sl > P (at!)(at.b.c) G (sl3)(sl. > 07.!/2 m 9olume *apal 9kp > 13 H hs H S1 > !!24.213 m3 ouyancy *apal A"kp >S!S1 H hs > 3.027 m
9ariabel yang bisa dihitung dalam kondisi ini adalah : +tem
Satuan
λ
m m m m m m m m m m m m m m3 ton ton.m ton.m ton ton.m ton.m ton.m ton.m ton.m
S So Sn b bN ' > A" g > $pp! G $8= h a > (Sn # λ) # g b > (Sn # λ ) # ' c > (S G h) # g d > (S G h) # ' 9 g9 g9b g9d " "a "c "d g9d # "c g9b # "a
$angkah /.2/2!4 !.222 53.572 43.202 44./7 0.750 0.550 3.071 7.527 11./0 #7.44 !4.323 04./55 /2.!00 !!15.022 !!/0.44 70347.57! 15/57.!31 3150.5!7 #!151!.1!! 1524.140 !!00!3.332 3444.20/ 47!55.240
$angkah /.2/2!4 01.502 5!2.20! 53./55 13.542 !/.572 10.415 segitiga !
+tem
Satuan
SN >(SGh)#(SnGλ) R > " # g9 F >(g9b # "a)R 13SN !3SN FN > F #@l # (Sn # h) "embebanan
m on m m m m #
rapesium (13SNF!3SN) O > RSN O' > !O(3F # SN)SN Oa > !O(!SN #3F)SN
tonm tonm tonm
# # #
Segitiga 1 (F 13SN) O > R3F Od > 2 Ob > !O
tonm tonm tonm
# # #
Segitiga ! (!3SN F) O > R3F Od > !O Ob > 2
tonm tonm tonm
!1.53/ 03.4/0 2.222
,alam m
b.c)Q9sl G h
Perhitunan Ke!eluruhan Untu" Perio#e III
/ # 1 !.222 53.572 4!.!1 4/.535 0.71 0.51
Lan"ah ( /#! !.222 53.572 4!.!1 4/.535 3.122 3.022
/#3 !.222 53.572 4!.!1 4/.535 1.2 1.42
4. # 1 !.222 53.572 53.572 55.740 .!77 .77
Lan"ah ) 4. # ! !.222 53.572 53.572 55.740 3.11 3.411
m
30.505
31.3!3
37./!
34./7/
g > $pp! G $8=
m
7.527
7.527
7.527
h a > (Sn # λ) # g b > (Sn # λ) # ' c > (S G h) # g d > (S G h) # ' 9 γ 9 γ 9b γ 9d " "a "c "d SN > c # a R > " # γ 9 O > R(2&2S) γ 9d # "c
m m m m m m3 on on.m on.m on on.m on.m on.m m on ton
11./0 7.233 !/.552 04./55 /2./7 !120.13 !17./34 7237/.7/1 1!72!.223 3150.5!7 15!/.2/ 1524.140 !!725.5 0!./77 1234.144 !!2.54 #3327.141
11./0 7.233 31.717 04./55 /0.34! 1/7./40 1717.!20 1254.724 1!2!17.737 3150.5!7 15!/.2/ 1524.140 !3/70.327 0!./77 1/4./!! 337.201 #3751.04
11./0 7.233 !7.374 04./55 75.133 705.427 777.21 1/7!.!54 07207.0!5 3150.5!7 15!/.2/ 1524.140 !!24/7.!3 0!./77 !!4.4/ 34.!44 #125471./7
6arga "ersamaan Satuan
λ S So Sn b bN d ' > A"
m m m m m m
!.222 53.572 53.572 55.740 1./ !.2
5. # 1 !.222 53.572 12./2 111./2 .44! 7.14!
Lan"ah * 5. # ! !.222 53.572 12./2 111./2 3.5!1 0.!!1
35.!34
02.02!
01.55
0!.001
7.527
7.527
7.527
7.527
7.527
11./0 1/.//4 3.514 04./55 77.534 !5!.3/ !554.051 12/755.235 !22/10.!23 3150.5!7 7/55.077 1524.140 !13473.!/1 31.2!1 157.03 01.413 00427.215
11./0 1/.//4 3.007 04./55 77.07/ 147.3 151!.1/0 7///5.11! 1!/25.55/ 3150.5!7 7/55.077 1524.140 !1!37.0!! 31.2!1 1!4!./3 !/3.20! #!441!.144
11./0 1/.//4 30.!43 04./55 7.323 4/4.407 522.41/ 3244!.21 44!7.0!5 3150.5!7 7/55.077 1524.140 !24735.7/! 31.2!1 !!50.112 044.317 #5/241./
11./0 !5./55 00./12 04./55 73./12 3405.24/ 350.310 1/735.40! !137.41! 3150.5!7 5!20.4 1524.140 !2305.03 15.222 #/2.344 #15./! 5004.7!4
11./0 !5./55 00.!70 04./55 73.!70 !05.041 !!2.574 1114/.201 1504.002 3150.5!7 5!20.4 1524.140 !2!1!!.0!2 15.222 7/3.54 103.07 3//.!
4. # 3
m
Ha!il Inter+ola!i $er#a!ar"an T$ ,an !e$enarn,a ,an telah #i+eroleh 6arga "ersamaan Satuan
λ S So Sn b d ' > A" g > $pp! G $8= h a > (Sn # λ) # g b > (Sn # λ) # ' c > (S G h) # g d > (S G h) # ' 9 γ 9 γ 9b γ 9d " "a "c "d SN R > " # γ 9 O > R(2&2S) P g
P g
m m m m m m m m m m m m m m3 on on.m on.m on on.m on.m on.m m on ton on.m
Lan"ah (
/.1
/.3
!.222 53.572 4!.!1 4/.535 0.71
!.222 53.572 4!.!1 4/.535 1.2
30.505 7.527 11./0 7.233 !/.552 04./55 /2./7 !120.13 !17./34 7237/.7/1 1!72!.223 3150.5!7 15!/.2/ 1524.140 !!725.5 0!./77 1234.144
37./! 7.527 11./0 7.233 !7.374 04./55 75.133 705.427 777.21 1/7!.!54 07207.0!5 3150.5!7 15!/.2/ 1524.140 !!24/7.!3 0!./77 !!4.4/
!!2.54
yg gada titiknya adalah sarat sebenarnya pada langkah tsb Lan"ah )
4.1
(
4.!
!.222 53.572 4!.!1 4/.535 0.435
!.222 53.572 53.572 55.740 .!77
!.222 53.572 53.572 55.740 3.11
30.41 7.527 11./0 7.233 !4.245 04./55 /2.40 !15!.3/5 !!0/.144 731!2.713 15!!3.245 3150.5!7 15!/.2/ 1524.140 !!73/0.047 0!./77 50/./34
34./7/ 7.527 11./0 1/.//4 3.514 04./55 77.534 !5!.3/ !554.051 12/755.235 !22/10.!23 3150.5!7 7/55.077 1524.140 !13473.!/1 31.2!1 157.03
35.!34 7.527 11./0 1/.//4 3.007 04./55 77.07/ 147.3 151!.1/0 7///5.11! 1!/25.55/ 3150.5!7 7/55.077 1524.140 !1!37.0!! 31.2!1 1!4!./3
34.!44
!21./3!
01.413
Lan"ah *
5.1
)
!/3.20!
1234.144
!!4.4/
1234.144
157.03
1!4!./3
1
!
3
0
!.222 53.572 53.572 55.740 0.!1 #1.!31 35.21 7.527 11./0 1/.//4 3.775 04./55 77.752 !303.327 !021.445 47/3.3/! 172141.0 3150.5!7 7/55.077 1524.140 !13275.2// 31.2!1 /53.23/
174.423 /53.23/ 77.// 7
5.!
!.222 53.572 12./2 111./2 .44!
!.222 53.572 12./2 111./2 3.5!1
01.55 7.527 11./0 !5./55 00./12 04./55 73./12 3405.24/ 350.310 1/735.40! !137.41! 3150.5!7 5!20.4 1524.140 !2305.03 15.222 #/2.344
0!.001 7.527 11./0 !5./55 00.!70 04./55 73.!70 !05.041 !!2.574 1114/.201 1504.002 3150.5!7 5!20.4 1524.140 !2!1!!.0!2 15.222 7/3.54
#15./! #/2.344 /
103.07 7/3.54 4
3145.!/37!/ 3102.44!37!!/! !55.!7/17/10/ !/!2.40/372!! !32!./!/1235/0
1/02.54!45!//!0 1234.1442!57
157.033312!!0
1 ! 3 0 3145.!/37!/ 3102.44!37!!/! !55.!7/17/10/ !/!2.40/372!! !32!./!/1235/0
7 / 1/02.54!45!//!0 1234.1442!57
4 /53.23/
6 >
Ta$el Data Diaram Pelun-uran
6arga "ersamaan
Satuan
λ
m m m m m m m m m m m m m m3 ton ton.m ton.m ton ton.m ton.m ton.m m ton m m tonm tonm tonm
S So Sn b d ' > A" g > $pp! G $8= h a > g # (Sn # λ) b > (Sn # λ) # ' c > (S G h) # g d > (S G h) # ' 9 γ 9 γ 9b γ 9d " "a "c "d SN >(SGh)#(Sn#λ) R > " # γ 9 F >(γ 9b # "a)R FN > Sn# λ # h G F O O' Oa ;re 'loating
1
11./0
T"AB-AB= +A" $AB=*A6
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,ari perhitungan periode +++& dapat diketahui bahwa 'ree 'loating kapal terjadi antara langkah 4 dan 5. Selanjutnya dalam perhitungan ini& bertujuan untuk mengetahui langkah yang sesungguhnya saat terjadi 'ree 'loating. ,an mendapatkan harga#harga Dariabel dalam diagram peluncuran ini. jarak station :
5.8725
$AB=*A6 11 1! 13 R 05/.424/4 0!4.25/11 34./0743 ,engan menggunakan interpolasi kuadrat dari 3 titik& s elanjutnya dapat diketahui langkah yang sebenarnya pada saat terjadi 'ree 'loating. y1 > 11 y! > 1! y3 > 13 F1 > 05/.424/4 F! > 0!4.25/11 F3 > 34./0743
Sehingga untuk harga F > 2 (saat terjadi 'ree 'loating) didapatkan harga y : y > (F # F1) (F # F!) y2 G (F # F2)(F # F!) y1 G (F # F2) (F # F1) y! (F2 # F1) (F2 # F!) (F1 # F2) (F1 # F!) (F! # F2) (F! # F1) > 3./77 -adi 'ree 'loating terjadi pada langkah ke 4.// F > 3./7/! F !(hpp) > 0!7.50! m dari station ransom
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320.007!
(em&ian %a"at #"itan &apat &i!a"i &engan inte"p$la%i 2 titi( &engan %# %e#agai panjang lang(a* &an + %e#agai %a"at #"itan jarak station :
5.8725
Sarat uritan 0.72/!0 0.!1047! 3.40!101/ $angkah / 4 5
0 1.231059 0.615529 7 8 9
,engan menggunakan interpolasi kuadrat dari ! titik& s elanjutnya dapat diketahui sarat yang sebenarnya pada saat terjadi 'ree 'loating. y1 > 4.650724 y! > 0.!1047! y3 > 3.40!101/ F1 > F! > 4 F3 > 5 7
Sehingga untuk harga F >3.// (saat terjadi 'ree 'loating) didapatkan harga F : y > (F # F1) (F # F!) y2 G (F # F2)(F # F!) y1 G (F # F2) (F # F1) y! (F2 # F1) (F2 # F!) (F1 # F2) (F1 # F!) (F! # F2) (F! # F1) > 1/.333 m -adi 'ree 'loating terjadi pada sarat 1/.33321 m
,ata dari bonjean untuk langkah tersebut adalah : b > 1/.3332 m Untuk *apal Station 2 1 ! 3 0 7 / 4 5 12 11 1! 13 10 1 17 1/ 14 15 !2
$uas (A) 2.222 2.54 /.355 11.40 1./5 1/.512 14.243 1/.03 17./4/ 17.102 1.05! 10.400 10.157 13.05 1!.52! 1!.!0 11.345 5.35! 7.734 3.712 2.222
s 1 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 ! 0 1 S1 >
9olume "eluncuran 9 > 9kp G 9sl > 134!.2! m3 102.321 γ 9 >
As 2.222 3.534 10./54 0/.342 31.45 /1.701 37.177 75./01 33./ 70.5 32.540 5.3/7 !4.353 0.15 !.423 05.214 !!.//4 3/.75 13.!/ 10.035 2.222 /25.!17
n 2 1 ! 3 0 7 / 4 5 12 11 1! 13 10 1 17 1/ 14 15 !2 S! >
Asn 2.222 3.534 !5.5/ 10!.135 1!7.3/ 34.!27 !17.550 044.147 !74.54 41.2!5 325.437 73.137 302./11 /20.34 371.!0! /3.!70 370.004 734.7/2 !34.5/ !/0.30 2.222 7437.152
ouyancy "eluncuran A" > (9kp.A"kp G 9sl.A"sl)9 > 7.73 m
diperoleh Dolume peluncuran sebesar 134!.2! m3 sehingga diperoleh gaya angkat sebesar 102.321 ton erat peluncuran sebesar 3194.9263 t$n ,e"at peln!"an = ga+a ang(at. %e*ingga te"ja&i "ee l$ating
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γϖ 'a"a( P ( m t$n t$n 11.745 5.653 3194.926 0.001375 11.745 54.044 3194.926 0.002733 11.745 199.659 3194.926 0.005144 11.745 474.072 3194.926 0.006803 11.745 892.354 3194.926 0.008079 11.745 1453.943 3194.926 0.008572 11.745 2156.738 3194.926 0.008828 11.745 2274.885 3194.926 0.01134 11.745 2401.889 3194.926 0.008953 11.745 2526.683 3194.926 0.009046 11.745 2616.427 3194.926 0.009121 11.745 1450.301 3194.926 5.46:005 11.75 1450.301 3194.926 0.000178 11.75 1450.301 3194.926 0.000163 11.75 1450.301 3194.926 0.00015 11.75 1450.301 3194.926 0.00014 11.75 1450.301 3194.926 0.00013 11.75 1450.301 3194.926 0.000122 11.75 1450.301 3194.926 0.000115 11.75 1450.301 3194.926 0.000109 11.75 1450.301 3194.926 0.000103 11.75 1450.301 3194.926 9.97:005 11.75 1450.301 3194.926 9.77:005 246.65m 108.65 &a"i lan&a%an
! 0.810699 0.629331 0.334786 0.200844 0.196768 0.355686 0.604292 0.549544 0.693448 0.738989 0.77219 0.995886 0.986624 0.987739 0.988682 0.98949 0.990191 0.990804 0.991345 0.991826 0.992256 0.992489 0.992643
@ (g 37.447432 72.729449 173.62126 299.31552 419.22703 424.14794 315.89109 442.71497 204.38869 129.45435 77.933731 186.26591 0.5441625 0.0245683 0.1799231 1.0101821 2.5153121 4.6952885 7.5500924 11.079709 15.284127 0.00:00 20.163336
m% 1.629294 1.563323 1.5993655 1.6280019 1.6018985 1.4364091 1.1349852 1.1845284 0.9454952 0.7868183 0.6327962 3.378378 0.1826022 0.0387998 0.104999 0.248795 0.392588 0.53638 0.68017 0.823959 0.967747 0 1.111534
a m%B2 0.129 0.043 0.534 1.154 1.761 1.839 1.394 2.005 0.890 0.548 0.313 0.713 0.165 0.167 0.166 0.163 0.155 0.145 0.132 0.115 0.095 0.167 0.072
t &eti( 10.304 14.508 14.776 14.876 14.956 15.122 15.558 15.836 16.732 18.476 22.022 29.201 19.730 9.538 1.562 13.816 27.556 27.5079 42.4631 44.0234 61.1427 57.2654 0.954423 menit 65.7113
A$ 1.743 (e! a(*i" pe"$i&e CC 1.184528 lama peln!"an 15.836 &eti(
Da"ga Pe"%amaan Satan T# Sn S SE 23SE 12SE 13SE = )P, g = Lpp2 L/ * a = Sn l g # = Sn l ! = S * g & = S * =g# Pa? E = Fl Sn *G g g# g& P Pa P! P& ? = P g H H Ha
m m m m m m m m m m m m m m m m m3 T$n T$n.m T$n.m T$n T$n.m T$n.m T$n.m T$n T$nm T$nm T$nm
Lang(a* 1 2 3 4 5 6 7 7.1589963087 8 9 10 11 12 0.78297222 1.345832 1.908691 2.471551 3.0344104 3.59727 4.16013 4.2496221102 3.907832 3.489534 3.08624 2.702615 2.238011 16.464341 27.20434 37.94434 48.68434 59.424341 70.164341 80.90434 82.611961362 91.64434 102.3843 113.1243 123.8643 134.6043 85.92 85.92 85.92 85.92 85.92 85.92 85.92 85.92 85.92 85.92 85.92 85.92 85.92 85.92 85.92 83.71566 72.97566 62.235659 51.495659 40.75566 39.048038638 30.01566 19.27566 8.535659 2.204341 12.94434 57.28 57.28 55.81044 48.65044 41.490439 34.330439 27.17044 26.032025759 20.01044 12.85044 5.690439 1.469561 8.629561 42.96 42.96 41.85783 36.48783 31.117829 25.747829 20.37783 19.524019319 15.00783 9.637829 4.267829 1.102171 6.472171 28.64 27.90522 24.32522 20.74522 17.16522 13.58522 13.016012879 10.00522 6.42522 2.84522 0.73478 4.31478 12.6359973 13.66944 18.36134 22.6826 26.518132 30.127297 33.62017 34.202505883 36.81938 41.03408 46.15507 50.47553 54.81339 53.4370441 53.43704 53.43704 53.43704 53.437044 53.437044 53.43704 53.437044144 53.43704 53.43704 53.43704 53.43704 53.43704 10.74 10.74 10.74 10.74 10.74 10.74 10.74 10.74 10.74 10.74 10.74 10.74 10.74 61.9727031 51.2327 40.4927 29.7527 19.012703 8.2727031 2.467297 4.1749172184 13.2073 23.9473 34.6873 45.4273 56.1673 21.1716563 11.4651 5.416999 1.001744 7.9062088 15.037044 22.28417 23.409455479 29.82496 36.35026 41.96927 48.38881 54.79095 43.2229559 43.22296 43.22296 43.22296 43.222956 43.222956 43.22296 43.222955856 43.22296 43.22296 43.22296 43.22296 43.22296 84.0240027 82.99056 78.29866 73.9774 70.141868 66.532703 63.03983 62.457494117 59.84062 55.62592 50.50493 46.18447 41.84661 61.9798223 51.68205 42.31803 34.54201 28.674943 26.350156 34.8223138.997183451 30.08762 19.28306 6.878235 0.738879 9.633299 42.7041633 43.14639 44.52237 47.48636 52.359284 60.774497 79.98665 112.96026058 25.81672 47.36128 95.50611 112.3855 133.4976 0.43004188 27.5421 121.936 332.1536 651.10292 1076.7141 1609.651 1705.3031616 1781.345 1915.504 2097.588 2316.471 2540.202 0.44079292 28.23065 124.9844 340.4574 667.38049 1103.6319 1649.892 1747.9357407 1825.879 1963.392 2150.028 2374.382 2603.707 9.33231623 323.6672 677.0401 341.0511 5276.4495 16595.362 36766.47 40918.223901 54456.76 71369.79 90235.09 114893.5 142659.6 37.0371857 2342.877 9786.108 25186.15 46811.314 73427.616 104008.9 109171.68624 109261.7 109215.5 108587 109659.6 108956.3 2526.69648 2526.696 2526.696 2526.696 2526.6965 2526.6965 2526.696 2526.6964764 2526.696 2526.696 2526.696 2526.696 2526.696 156586.211 129449.5 102312.8 75176.05 48039.33 20902.61 6234.11 10548.748625 33370.83 60507.55 87644.27 114781 141918 109211.29 109211.3 109211.3 109211.3 109211.29 109211.29 109211.3 109211.29026 109211.3 109211.3 109211.3 109211.3 109211.3 212303.152 209692 197836.9 186918.4 177227.21 168107.95 159282.5 157811.13031 151199.1 140549.8 127610.6 116694.1 105733.7 2526.25568 2498.466 2401.712 2186.239 1859.316 1423.0645 876.8044 778.76073573 700.8176 563.3048 376.6689 152.3142 77.01046 24.0148283 26.4512 28.68892 29.95847 29.875413 156.72133 5.959501 19.943658194 36.8756844 34.37064 30.79444 24.39711 6.4921177 0.000 0.000 39.887316387 11.1539721 18.53176 26.58341 35.51983 53.258707 313.44267 11.919 0
dDdt > a > g: @( "# γ , ) (sin α U ' cos α ) U
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