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Tugas Merancang Kapal IV 2014Stabilitas Kapal
BAB IDASAR TEORI
1.1 Pengertian Dasar
Sebuah kapal dapat mengoleng disebabkan karena kapal mempunyai
kemampuan untuk menegak kembali sewaktu kapal menyenget yang dikarenakan
oleh adanya pengaruh luar yang bekerja pada kapal. Beberapa contoh pengaruh luar
yang dimaksud adalah: arus, ombak, gelombang, angin dan lain sebagainya. Dari
sifat olengnya apakah sebuah kapal mengoleng terlau lamban, ataukah kapal
mengoleng dengan cepat atau bahkan terlau cepat dengan gerakan yang menyentak-
nyentak, atau apakah kapal mengoleng dengan enak.
Gambar 1.1 Pengaruh angin terhadap stabilitas kapal
Dibawah ini diterangkan karakteristik umum dari stabilitas sebuah kapal :
1. Sebuah kapal yang mengoleng terlalu lamban, maka hal ini menandakan
bahwa kemampuan untuk menegak kembali sewaktu kapal menyenget adalah
terlalu kecil. Kapal yang pada suatu saat mengoleng demikian dikatakan
bahwa stabilitas kapal itu kurang atau kerapkali juga disebut bahwa kapal itu
“langsar“.
2. Sebuah kapal yang mengoleng secara cepat dan dengan menyentak-nyentak,
maka hal itu menandakan bahwa kapal kemampuannya untuk menegak
kembali sewaktu kapal menyenget adalah terlalu besar atau kelewat besar.
Kapal yang dalam keadaan demikian itu dikatakan bahwa stabilitas kapal itu
terlalu besar atau seringkali disebut bahwa kapal itu “Kaku “.
3. Sebuah kapal yang mengoleng dengan “enak “ maka hal itu menandakan
bahwa kemampuannya untuk menegak kembali sewaktu kapal menyenget
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adalah sedang. Kapal yang dalam keadaan demikian itu sering kali disebut
sebuah kapal yang mempunyai stabilitas yang “ baik “
Sebuah kapal yang stabilitasnya terlalu kecil atau yang disebut langsar itu
untuk keadaan-keadaan tertentu mungkin berakibat fatal, sebab kapal dapat
terbalik. Kemungkinan demikian dapat terjadi, oleh karena sewaktu kapal akan
menegak kembali pada waktu kapal menyenget tidak dapat berlangsung, hal itu
dikarenakan misalnya oleh adanya pengaruh luar yang bekerja pada kapal, sehingga
kapal itu akan menyenget lebih besar lagi. Apabila proses semacam itu terjadi
secara terus menerus, maka pada suatu saat tertentu kapal sudah tidak memiliki
kemampuan lagi untuk menegak kembali. Jelaslah kiranya bahwa apabila hal itu
terjadi, maka sudah dapat dipastikan bahwa kapal akan terbalik. Sebuah kapal yang
kaku dapat berakibat :
1. Kapal “ tidak nyaman “ sebagai akibat dari berolengnya kapal yang secara
cepat dan menyentak-nyentak itu, sehingga mungkin sekali terjadi semua
awak kapalnya (terlebih-lebih para penumpang) menjadi mabok, sebab dapat
dikatakan bahwa tidak ada satu saatpun kapal itu dalam keadaan “ tenang “
2. Sebagai akibat dari gerakannya yang menyentak-nyentak dandengan cepat itu
maka konstruksi kapal dibangunan-bangunan atasnya akan sangat dirugikan,
misalnya sambungan-sambungan antara suku-suku bagian bangunan atas
akan menjadi longgar, sebab paku-paku kelingnya menjadi longgar.
Akibat lain yang mungkin juga terjadi adalah longsornya muatan yang
dipadat didalam ruang-ruang dibawah. Longsornya muatan itu dapat membawa
akibat yang sangat fatal (kapal dapat terbalik).
Sebuah kapal yang stabilitasnya kecil atau yang disebut langsar yang
disebabkan karena bobot diatas kapal dikonsetrasikan dibagian atas kapal.
Sebuah kapal dapat bersifat kaku, oleh karena pemadatan muatan dikapal itu
dilakukan secara tidak benar, yakni bobot-bobot dikonsentrasikan di bawah,
sehingga kedudukan titik beratnya terlalu rendah.
Pada pokoknya, stabilitas kapal dapat digolongkan didalam 2 jenis stabilitas
yaitu :
Anno Fikri Ardito 221090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
1. Stabilitas kapal dalam arah melintang (stabilitas melintang)
2. Stabilitas kapal dalam arah membujur (stabilitas membujur)
Gambar 1.2Stabilitas memanjang
Gambar 1.3Stabilitas melintang
1.2 Stabilitas Awal
Stabilitas awal sebuah kapal adalah kemampuan dari kapal itu untuk kembali
kedalam kedudukan tegaknya semula sewaktu kapal menyenget pada sudut-sudut
kecil ( = 6° ). Pada umumnya stabilitas awal ini hanya terbatas pada pembahasan
pada stabilitas melintang saja.
Stabilitas kapal dipengarhui oleh tiga titik, anatara lain :
1. Titik berat kapal (G / Gravity)
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Definisi : Titik berat kapal adalah sebuah titik di kapal yang merupakan
titik tangkap dari Resultante semua gaya berat yang bekerja
di kapal itu, dan dipengaruhi oleh konstruksi kapal.
Arah kerja : Arah bekerjanya gaya berat kapal adalah tegak lurus kebawah
Kedudukan : Titik berat kapal dari suatu kapal yang tegak terletak pada
bidang simetris kapal yaitu bidang yang dibuat melalui linggi
depan, linggi belakang dan lunas kapal
Sifat : Letak / kedudukan titik berat kapal suatu kapal akan tetap
bila tidak terdapat penambahan, pengurangan, atau
penggeseran bobot diatas kapal dan akan berpindah
tempatnya bila terdapat penambahan, pengurangan atau
penggeseran bobot di kapal itu.
2. Titik tekan (B / Bouyancy)
Definisi : Titik tekan = Titik apung = Centre of buoyency debuah titik
di kapal yang merupakan titik tangkap Resultante semua gaya
tekanan keatas air yang bekerja pada bagian kapal yang
terbenam didalam air.
Arah kerja : Arah bekerjanya gaya tekan adalah tegak lurus keatas
Kedudukan : Kedudukan titik tekan sebuah kapal senantiasa berpindah
pindah searah dengan menyengetnya kapal, maksudnya
bahwa kedudukan titik tekan itu akan berpindah kearah kanan
apabila kapal menyenget ke kanan dan akan berpindah ke kiri
apabila kapal menyenget ke kiri, sebab titik berat bagian
kapal yang terbenam berpindah-pindah sesuai dengan arah
sengetnya kapal.
Jadi dengan berpindah-pindahnya kedudukan titik tekan
sebuah kapal sebagai akibat menyengetnya kapal tersebut
akan membawa akibat berubah-ubahnya stabilitas kapal
tersebut.
3. Titik metasentrum (M / Metacentre)
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Tugas Merancang Kapal IV 2014Stabilitas Kapal
Definisi : Titik Metasentrum sebuah kapal adalah sebuah titik dikapal
yang merupakan titik putus yang busur ayunannya adalah
lintasan yang dilalui oleh titik tekan kapal
Arah kerja : Titik Metasentrum sebuah kapal dengan sudut-sudut senget
kecil terletak pada perpotongan garis sumbu dan, arah garis
gaya tekan keatas sewaktu kapal menyenget
Kedudukan : Untuk sudut-sudut senget kecil kedudukan Metasentrum
dianggap tetap, sekalipun sebenarnya kekududkan titik itu
berubah-ubah sesuai dengan arah dan besarnya sudut senget.
Oleh karena perubahan letak yang sangat kecil, maka
dianggap tetap.
Gambar 1.4Posisi titik B, G, dan M sebelum dan sesudah rolling
Dengan berpindahnya kedudukan titik tekan B dari kedudukannya semula
yang tegak lurus dibawah titik berat G itu akan menyebabkan terjadinya sepasang
koppel, yakni dua gaya yang sama besarnya tetapi dengan arah yang berlawanan,
yang satu merupakan gaya berat kapal itu sendiri sedang yang lainnya adalah gaya
tekanan keatas yang merupakan resultante gaya tekanan keatas yang bekerja pada
bagian kapal yang berada didalam air yang titik tangkapnya adalah titik tekan.
Dengan terbentuknya sepasang koppel tersebut akan terjadi momen yang besarnya
sama dengan berat kapal dikalikan jarak antara gaya berat kapal dan gaya tekanan
keatas.
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Tugas Merancang Kapal IV 2014Stabilitas Kapal
Gambar 1.5Momen kopel
Besarnya kemampuan untuk menegak kembali kapal itu adalah sebesar
W x GZAtau jika dituangkan dalam bentuk rumus akan berbentuk :
Mp = W x GZDimana Mp adalah Momen penegak
Ditinjau dari hubungan-hubungan yang ada antara kedudukan titik berat (G)
dan Metasentrumnya (M), sebuah kapal mungkin memiliki stabilitas sebagai
berikut :
1. Stabilitas mantap (stabilitas positif), apabila kedudukan metasentrumnya
(M) lebih tinggi dari pada kedudukan titik beratnya (G), Sebuah kapal yang
memiliki stabilitas mantap sewaktu kapal menyenget, kapal memiliki
kemampuan untuk menegak kembali
2. Stabilitas goyah (stabilitas negatif), apabila kedudukan metasentrumnya (M)
lebih rendah dari pada kedudukan titik beratnya ( G ). Sebuah kapal yang
memiliki stabilitas goyah (stabilitas negatif) ini sewaktu kapal menyenget.
Kapal tidak memiliki kemampuan untuk menegak kembali, tetapi bahkan
sengetnya semakin besar
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Tugas Merancang Kapal IV 2014Stabilitas Kapal
3. Stabilitas netral, apabila kedudukan titik beratnya berimpit dengan
kedudukan metasentrumnya. Sebuah kapal yang memiliki stabilitas netral ini
sewaktu menyenget, kapal tidak memiliki kemampuan untuk menegak
kembali demikian pula tidak bertambah menyenget lagi.
Perbedaan terhadap jenis stabilitas sebagaimana tersebut diatas hanya berlaku
didalam hal stabilitas awal saja. Mengapa demikian, sebab sudah jelas bahwa kapal
yang menyenget dengan sudut-sudut yang besar, pada akhirnya kapal akan menjadi
goyah dan terbalik.
1.3 Kesimpulan awal:
1. Oleh karena besar-kecilnya stabilitas sesuatu kapal tergantung pada besar-
kecilnya momen penegak yang dimilikinya, sedangkan besar kecilnya momen
penegak yang dimilikinya itu tergantung pada besar kecilnya lengan penegak
yang dimilikinya.
2. Selanjutnya besar kecilnya lengan penegak yang dimilikinya itu tergantung
pada besar kecilnya nilai GM nya (tinggi metasentrum).
3. Maka jelas bahwa besar kecilnya GM (tinggi metasentrum) sesuatu kapal
dapat dipergunakan ukuran untuk menilai besar kecilnya stabilitas kapal
tersebut.
4. Tinggi metasentrum ( GM ) hanya dapat dipergunakan sebagai ukuran atas
besar kecilnya stabilitas untuk sudut-sudut senget yang kecil-kecil saja,
sedangkan untuk sudut-sudut senget yang besar, tinggi metasentrum GM itu
tidak dapat dipergunakan sebagai ukuran atas besar kecilnya stabilitas sesuatu
kapal.
5. Mengapa demikian, sebab apabila kapal menyenget dengan sudut-sudut
senget yang besar, kedudukan metasentrum ( M ) nya tidak lagi tetap berada
ditempatnya yang semula, sehingga nilai tinggi metasentrumnya GM tidak
lagi tetap besarnya, sehingga rumus Mp = W x GM Sin Q tidak berlaku lagi
untuk sudut-sudut senget yang besar.
Anno Fikri Ardito 721090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
BAB IIPERHITUNGAN UMUM
Sebelum perhitungan-perhitungan stabilitas sebuah kapal mulai dikerjakan,
kedudukan titik berat (G) kapal dalam kedaan kosong atau kedudukan titik berat pada
saat itu, tergantung pada keadaan sebelum perhitungan-perhitungan itu dilakukan.
Kedudukan titik berat setiap muatan yang dibongkar atau yang muat dikapal harus
diketahui secara tepat (disamping harus diketahui juga bobot setiap muatan yang dimuat
atau yang dibongkar itu, sebab setiap adanya perubahan bobot di kapal akan
mengakibatkan berubahnya kedudukan titik berat kapal semula (sebelum dilakukan
kegiatan bongkar-muat). Didalam praktek, pada umumnya tidak mungkin dapat
mengetahui baik bobot maupun kekdudukan titik berat setiap muatan yang dimuat
maupun yang dibongkar secara tepat benar. Sekalipun demikian, kita harus dapat
memperkirakan kedudukan titik berat setiap muatan (bobot) yang dimuat dan dibongkar
itu sedemikan rupa, sehingga nilai-nilainya yang diperkirakan itu sedekat mungkin
mendekati kebenaran, sebab apabila nilai-nilainya yang diperkirakan itu jauh dari
kenyataannya, maka akan mengakibatkan salah perhitungan yang sangat berarti,
sehingga kesalahan yang terjadi tidak dapat diabaikan.
2.1 Perhitungan LWT
Berat kapal kosong (LWT) pada saat kapal akan diluncurkan meliputi :
a. Berat baja kapal dari lunas sampai geladak teratas
b. Berat superstructure
c. Berat forecastle deck dan permesinan utamanya
d. Berat kamar mesin
e. Berat baling-baling dan poros diluar kamar mesin
Perhitungan penyerabaran berat dengan metode Lyod Register 1964, dibagi
menjadi dua bagian, yaitu :
a. Penyebaran berat sampai geladak teratas
b. Penyebaran berat bagian khusus
Anno Fikri Ardito 821090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
2.2 Perhitungan Ya dan Yb
Gambar 2.1 Lines Plan
Anno Fikri Ardito 921090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Gambar 2.2 Perhitungan Ya dan Yb
Metode ini diawali dengan menentukan harga 1 = NB sin φ. Untuk
mendapatkan 1 = NB sin φ untuk setiap sudut-sudut lanjut pada metode ini
didasarkan pada displacement yang tetap (constant). Maka untuk setiap sudut oleng
yang digambar harus dikoreksi garis airnya, sehingga garis air pada setiap sudut
oleng mempunyai displacement yang sama. Berikut langkah pengerjaan metode ini:
1. Panjang kapal (LPP) kita bagi atas beberapa penampang melintang (station)
menurut dalil Simpson atau Tchebycheff. Menurut pembagian di atas, tiap-
tiap station kita gambar secara utuh dalam satu gambar bodyplan.
Anno Fikri Ardito 1021090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Gambar 2.3 Gambar body plan digambar secara utuh
2. Untuk pembuatan lengan stabilitas bentuk dengan ordinat sama dengan 1 =
NB sin φ, maka paling sedikit dibutuhkan empat keadaan displacement.
Displacement ini dapat dipilih pada sarat dimana kapal dengan muatan penuh,
sarat pada saat kapal kosong , dan dua sarat lagi yang terletak di antara kedua
sarat penuh dan kosong.
Gambar 2.4 Penetuan empat keadaan sarat
3. Biasanya sudut oleng yang ditinjau biasanya meliputi 10E, 20E, 30E, 40E, 50E, 60E,
70E, 80E, dan 90E. Untuk memperoleh perhitungan yang lebih teliti sudut oleng
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dapat diambil tiap perbedaan 5E.Maka untuk menentukan titik berat garis air
yang merupakan sumbu putar dan harga MBφ untuk suatu keadaan tertentu
digunakan tabel perhitungan untuk:
a. Luas garis air
b. Momen statis
c. Momen inersia
d. Titik berat garis air
e. Momen inersia garis air
4. Setelah penggunaan tabel perhitungan diatasatau sebelumnya (butir 3), maka
sekarang akan kita terangkan cara mengukur Ya dan Yb.Untuk ini akan lebih
jelas kalau kita melihat contoh gambar-gambar dibawah ini untuk beberapa
macam keadaan.
Gambar 2.5 Gambar contoh-contoh pembacaan Ya; Yb; Ya’; Yb’
Hasil pengukuran Ya Yb kita masukan dalam perhitungan tabel. Nantinya
kita akan mendapatkan harga MBφ. Untuk kapal yang dalam kedudukan tegak
harga e = 0. Dari hasil perhitungan tabel ini maka kita dapat memperoleh untuk
notasi IV suatu harga e.
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Tugas Merancang Kapal IV 2014Stabilitas Kapal
Gambar 2.6 Gambar penggambaran garis air pada displacement yang sebenarnya
Dari titik berat garis air W0L0, yaitu O kita ukurkan OB = ½ e pada WoLo (lihat
gambar diatas).
Bila harga e positif maka OB diukurkan ke arah bagian yang masuk (ke
kanan/kea rah Ya), sedang bila harga e negative maka OB diukurkan ke bagian
yang keluar (ke kiri/kea rah Yb) bila letak Ya dan Yb seperti tertera pada gambar.
Gambar 2.7 Gambar penggambaran garis air bantu
Kita gambarkan garis air bantu W1 ‘L1 ‘ yang membentuk sudut 10E dengan W0 L0
pada titik O. Dari titik O ini kita lakukan pengukuran harga Ya dan Yb untuk setiap
station dan dimasukan didalam tabel perhitungan untuk sudut 10E.Tarik garis air
W1L1 melalui B sejajar garis air bantu W1’L1’. Ukurkan OC sama dengan e dan
tarik CO’ ┴ W1’L1’ sehingga memotong W1L1 di O’.Tarik garis air bantu W2’L2’
melalui O’ membentuk 10E dengan garis air W1L1.Hal tersebut diatas kita ulangi lagi
hingga semua garis air sampai dengan sudut 90E.Perhitungan MBφ ini kita lakukan
untuk keempat macam keadaan sarat yang telah dipilih pada butir 2. Untuk satu
sarat kita gunakan 10 buah tabel yaitu untuk 0E sampai dengan 90E. Jadi untuk empat
macam keadaan dibutuhkan 40 lembar tabel perhitungan.
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Gambar 2.8 Gambar garis air bantu dan garis air sebenarnyauntuk suatu displacement yang tertentu 0E sampai dengan 90E.
2.3 Perhituangan di Tanki
Tanki yang dimaksud adalah :
a. FOT (Fuel Oil Tank)
b. DOT (Diesel Oil Tank)
c. LOT (Lubrication Oil Tank)
d. FWT (Fresh Water Tank)
e. WBT (Water Ballast Tank)
f. AP Tank
g. FP Tank
Masa jenis dari fuel oil diambil 0.94 ton/m3, untuk diesel oil diambil 0.84
ton/m3, untuk lubrication oil diambil 0.92 ton/m3, untuk fresh water tank diambil
1.00 ton/m3, dan untuk AP & FP tank diambil 1.025 ton/m3.
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POSISI TANKI – TANKI DI KAPAL
Gambar 2.9 Posisi Tangki pada Kapal
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AFTER PEAKTANK
FORE PEAKTANK
LUBRICATION OIL
TANK
FUEL OIL
TANK
DIESEL OIL
TANK
WATER BALLAST
TANK
Tugas Merancang Kapal IV 20142013
Stabilitas Kapal
2.4 Perhitungan di Ruang Muat
Kapal MT. SENZA STANCO terdiri atas 7 ruang muat. Dalam perhitungan
stabilitas, berat jenis muatannya diambil 0.73 ton/m3. Maka di perhitungan tiap
kondisi kapal (4 kondisi) displacement akan lebih besar dari nilai perhitungan
displacement awal.
Gambar 2.10 Misdship section tanpa muatan
2.5 Perhitungan LC Gambar
Pada perhituangan ini, kapal dikondisikan menjadi 8 kondisi, dengan rincian
KONDISI KAPAL : IIKONDISI MUATAN DAN TANGKI-TANGKI
LOAD : 100 %
FUEL OIL : 50 %
LUB. OIL : 50 %
DIESEL OIL : 50 %
PROVISION : 50 %
FRESH WATER : 50 %
BALLAST WATER : 25 %
Anno Fikri Ardito 1621090112140091
KONDISI KAPAL : IKONDISI MUATAN DAN TANGKI-TANGKI
LOAD : 100 %
FUEL OIL : 100 %
LUB. OIL : 100 %
DIESEL OIL : 100 %
PROVISION : 100 %
FRESH WATER : 100 %
BALLAST WATER : 0 %
Tugas Merancang Kapal IV 20142013
Stabilitas Kapal
KONDISI KAPAL : IIIKONDISI MUATAN DAN TANGKI-TANGKI
LOAD : 0 %
FUEL OIL : 100 %
LUB. OIL : 100 %
DIESEL OIL : 100 %
PROVISION : 100 %
FRESH WATER : 100 %
BALLAST WATER : 100 %
KONDISI KAPAL : IVKONDISI MUATAN DAN TANGKI-TANGKI
LOAD : 0 %
FUEL OIL : 0 %
LUB. OIL : 0 %
DIESEL OIL : 0 %
PROVISION : 0 %
FRESH WATER : 0 %
BALLAST WATER : 0 %
BAB III
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Tugas Merancang Kapal IV 20142013
Stabilitas Kapal
PERHITUNGAN BERAT DAN TITIK BERAT KAPAL
Data kapal:
Type :OIL TANKER SHIP
Lpp = 99.01 mLwl = 102.88 mB = 18.20 mH = 8.10 m
T = 6.61 mCb = 0.75
Vs = 12.60 Knot
Berat kapal kosong ( Light Weight Tonnage ) pada saat akan diluncurkan
meliputi:
- Berat baja kapal dari lunas sampai geladak teratas.
- Berat poop deck .
- Forecastle deck.
- Berat kamar mesin.- Berat baling-baling dan poros diluar kamar mesin.
Perhitungan penyebaran berat dengan Metode Liyod Register 1964, dibagimenjadi dua bagian yaitu:
1. Penyebaran berat sampai geladak teratas.
2. Penyebaran berat bagian khusus.
I.1. BERAT BAJA KAPAL DARI LUNAS SAMPAI GELADAK TERATAS.
Penyebaran berat kapal sampai dengan geladak teratas terdiri dari dua
bagian yaitu:
a. Penyebaran berat antara AP sampai dengan FP.b. Penyebaran berat pada bagian luar AP sampai denagan FP.
I.1.a. berat antara AP sampai FP
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Stabilitas Kapal
( berdasarkan LR 1964 hal : 70 )didapatkan rumus :
m = 43.4 x H x ( Lpp/104 ) [ ton / m ]
dimana :
H = ( c1 x B ) + ( c2 x D ) + ( c3 x d ) + ( c4 x Wo x Nt ) + c5 ( 2.5 x h )( sesuai dengan LR 1964 hal : 72 gambar I-b diperoleh )
c1= 1.40 ; c2 = 1.10c3 = 1.05 ; c4 = 1.10
c5= -7.40( sesuai dengan LR 1964 hal : 72 gambar 2 )
Wo= 0.29( sesuai dengan LR 1964 hal : 72 gambar 1a )
Nt= 11 ( jumlah sekat )D = H ( tinggi kapal kapal sampai geladak utama )d = T ( sarat kapal penuh )
h =tinggi dasar ganda ( sesuai dengan BKI 2009 Volume II )
= B = 18.20
15 15
= 1.21 [ mm ]
= 1.3 [ m ]
maka :H = ( 1.40 x 18.20) + ( 1.1 x 8.1 )+ ( 1.05 x 6.61 )
+ (1.1 x 0.29 x 9) + ( -7.4)+( 2,5 x 1,3 )= 40.69
sehingga :
m = 43.4 x H x ( Lpp / 104 )
= 43.4 x 40.690 x ( 99.01/ 104 )
= 17.484 [ ton / m ]
Dari harga m yang diperoleh dengan membuat table dimana harga m
dikalikan dengan harga a ( harga a sesuai dengan LR 1964 hal : 74 – 75
gambar 3 dan 4 ), hasilnya disimsonkan. Maka diperoleh berat kapal
kosong dan AP- FP dan titik berat terhadap midship kapal.
Anno Fikri Ardito 1921090112140091
Tugas Merancang Kapal IV 20142013
Stabilitas Kapal
Tabel .I. Perhitungan berat antara AP dan FPStation a q = m.a s q.s n q.s.n
0 0.340 5.94 1.00 5.94 -10.00 -59.45
1 0.490 8.57 4.00 34.27 -9.00 -308.43
2 0.625 10.93 2.00 21.86 -8.00 -174.84
3 0.725 12.68 4.00 50.70 -7.00 -354.934 0.810 14.16 2.00 28.32 -6.00 -169.955 0.880 15.39 4.00 61.55 -5.00 -307.736 0.935 16.35 2.00 32.70 -4.00 -130.78
7 0.975 17.05 4.00 68.19 -3.00 -204.578 1.000 17.48 2.00 34.97 -2.00 -69.94
9 1.000 17.48 4.00 69.94 -1.00 -69.9410 1.000 17.48 2.00 34.97 0.00 0.0011 1.000 17.48 4.00 69.94 1.00 69.94
12 1.000 17.48 2.00 34.97 2.00 69.94
13 1.000 17.48 4.00 69.94 3.00 209.81
14 1.000 17.48 2.00 34.97 4.00 139.88
15 0.985 17.22 4.00 68.89 5.00 344.44
16 0.940 16.44 2.00 32.87 6.00 197.22
17 0.858 15.00 4.00 60.01 7.00 420.0518 0.709 12.40 2.00 24.79 8.00 198.34
19 0.478 8.36 4.00 33.43 9.00 300.8720 0.140 2.45 1.00 2.45 10.00 24.48
S1= 875.65 S2= 124.42
W dari AP-FP = 1/3 x h x S1
=1/3x(99.01/20)Xs1 875.655
= 1444.976 ton
LCG = ( S2/ S1 ) x Lpp/20
= 124.419 / 875.655 x 99.01 / 20
= 0.703402 ( dibelakang midship )
KG = 0.6 x H= 0.6 x 8.10= 4.86
Anno Fikri Ardito 2021090112140091
Tugas Merancang Kapal IV 20142013
Stabilitas Kapal
I.1.b. berat bagian luar AP dan FP
a. Berat kontruksi badan kapal dibelakang AP.
- Berat dari AP ke buritan
W = 0.01133 x m x Lpp
= 0.01133 x 17.484 x 99.01
= 19.614 ton
- Titik berat dari AP ke buritanLCG = - Lpp/ 2 - {[ A1 x G1] + [ A2 x G2] + [A3 x G3]} / { A1 + A2 + A3)
Dimana : A1= P x H
= 11.88 x 2.200
= 26.14 m2
A2= 1/2 x L1 x h
= 1/2 x 0.53 x 2.20
= 0.583 m2
G1 = Titik berat A1 terhadap AP
= 1/2 x 11.88
5.94 m
G2 = Titik berat A2 terhadap AP
= ( 1/3 x 0.5300 ) + 11.8800= 12.06 m
A3= Luas A3= 2/3 x 11.88 x 0.190
= 1.505 m2
G3 = Titik berat A3 terhadap AP
= 2/3 x 11.88= 7.92 m
LCG =-
55.676915 m ( dibelakang midship )
KG = {[ A1 x ( h+h2+h1/2)] + [ A2 x (h+2/3h2} / { A1 + A2 }= 4.52 m
Anno Fikri Ardito 2121090112140091
Tugas Merancang Kapal IV 20142013
Stabilitas Kapal
b. Berat kontruksi badan kapal didepan FP.- Berat dari FP ke haluan
W = 0,00175 x m x Lpp
= 0.00175 x 17.484 x 99.01
= 3.029 ton
- Titik berat dari FP ke haluan
LCG = Lpp/ 2 + 1/3 x L
= 49.93 m
KG = 2/3 x t +h
= 8.81
I.2. BERAT POOP DECK.
Anno Fikri Ardito 2221090112140091
Tugas Merancang Kapal IV 20142013
Stabilitas Kapal
Untuk menghitung berat poop deck, maka tinggi dari poop deck dibagi menjadi tiga
bagian dan panjang poop deck dibagi empat, perhitungan luas masing-masing bagian
disajikan dalam bentuk tabel sebagai berikut :
Tabel II.1. Perhitungan luas poop deck bagian bawahNo B/2 FS B/2.FS1 0.000 1 0 Panjang = 19.20 m
2 3.270 4 13.0788 DL = 2.4 m
3 5.519 2 11.0388 Luas = 2/3 x DL x 160.24
4 6.786 4 27.1428 = 256.385 m2
5 7.590 2 15.186 8.183 4 32.73247 8.577 2 17.153
8 8.767 4 35.06769 8.847 1 8.847
S1 = 160.2404
Tabel II.2. Perhitungan luas poop deck bagian tengah
No B/2 FS B/2.FS
1 0.0000 1 0 Panjang = 19.20 m
2 3.5887 4 14.3548 DL = 2.4 m
Anno Fikri Ardito 2321090112140091
Tugas Merancang Kapal IV 20142013
Stabilitas Kapal
3 5.9100 2 11.82 Luas = 2/3 x DL x 164.953
4 7.1245 4 28.498 = 263.925 m2
5 7.8384 2 15.67686 8.3215 4 33.286
7 8.6300 2 17.268 8.7917 4 35.1668
9 8.8906 1 8.8906
S1 = 164.953
Tabel II.3. Perhitungan luas poop deck bagian atas
No B/2 FS B/2.FS
1 0.0000 1 0 Panjang = 19.2 m
2 3.7286 4 14.9144 DL = 2.4 m
3 6.0606 2 12.1212 Luas = 2/3 x DL x 166.433
4 7.2307 4 28.9228 = 266.293 m2
5 7.8593 2 15.71866 8.3399 4 33.35967 8.6300 2 17.26
8 8.8043 4 35.2172
9 8.9195 1 8.9195
S1 = 166.4
Tabel II.4. Perhitungan volume poop deck
Bagian Luas (A) FS A.FSAtas 256.3846 1 256.3846 Tinggi = 2.4 mTengah 263.9248 4 1055.6992 DT = 1.2 mBawah 266.2933 1 266.2933 Volume = 1/3 x DT x 1578.38
S1 = 1578.3771 = 631.351 m3
- Berat poop deck :
Anno Fikri Ardito 2421090112140091
Tugas Merancang Kapal IV 20142013
Stabilitas Kapal
Wv = 01292 x Volume [ ton ]= 0.1292 x 631.4 [ ton ]
= 81.57053 [ ton ]
- Titik berat poop deck :
Lpoop = 19.20 mQd = 4 x QbWv = ( Qd + Qb ) x Lpoop/2
= ( 5 Qb) x 11.91 /2 19.20 / 2
dimana: Qb = 2 Wv / ( 5 Lpoop )
= 1.699 [ ton / m ]Luas dan titik berat segiempat :
A1 = Lpoop x Qb
= 19.2 x 1.699
= 32.628212 [ m2 ]
G1 = Lpoop / 2
= 19.2 / 2
= 9.6 [ m ]
Luas dan titik berat segitiga :A2 = ( Lpoop / 2 ) x 3 x Qb
= 48.942318 [ m2 ]G2 = Lpoop / 3
= 19.2 / 3
= 6.4 [ m ]
Titik berat trapesium :
G = (( A1 x G1) + ( A2 x G2 )) / (A1 +A2 )
= 7.68 [ m ]
Jarak titik berat ke midship :LCG
= -((Lpp/2) + 4,5) + ( Lpoop – G )
= -42 [ m ]
KG = 1/2 x t +H= 1/2 x 2.4 + 8.1= 9.3 m
Anno Fikri Ardito 2521090112140091
Tugas Merancang Kapal IV 20142013
Stabilitas Kapal
I.3. BERAT FORECASTLE DECK.
Anno Fikri Ardito 2621090112140091
Tugas Merancang Kapal IV 20142013
Stabilitas Kapal
Untuk menghitung berat poop deck, maka tinggi dari poop deck dibagi menjadi tiga
bagian dan panjang poop deck dibagi empat, perhitungan luas masing-masing bagian
disajikan dalam bentuk tabel sebagai berikut:
Tabel III.1. Perhitungan luas forecastle deck bagian bawahNo B/2 FS B/2.FS
1 7.6717 1 7.672 Panjang = 10.83 m
2 4.7982 4 19.19 DL = 1.3535 m
3 3.8876 2 7.775 Luas = 2/3 x DL x S1
4 3.3123 4 13.25 = 64.401 m2
5 2.8512 2 5.702
6 2.3960 4 9.5847 1.8263 2 3.653
8 1.1366 4 4.5469 0 1 0
S1= 71.37
Tabel III.2. Perhitungan luas forecastle deck bagian tengah
No B/2 FS B/2.FS
1 5.7728 1 5.773 Panjang = 10.23 m
2 4.9188 4 19.68 DL = 1.2789 m
3 4.1139 2 8.228 Luas = 2/3 x DL x S1
4 3.3992 4 13.6 = 59.648 m2
5 2.8028 2 5.6066 2.297 4 9.1887 1.7713 2 3.5438 1.0881 4 4.352
9 0 1 0
S1= 69.96Tabel III.3. Perhitungan luas forecastle deck bagian atas
No B/2 FS B/2.FS
1 5.9072 1 5.9072Panjan
g = 10.00 m
2 4.9776 4 19.91 DL = 1.25 m
3 4.115 2 8.23 Luas = 2/3 xDL
x S1
4 3.3729 4 13.492 = 58.16 m2
Anno Fikri Ardito 2721090112140091
Tugas Merancang Kapal IV 20142013
Stabilitas Kapal
5 2.7786 2 5.55726 2.2684 4 9.07367 1.731 2 3.462
8 1.0373 4 4.14929 0 1 0
S1= 69.781
Tabel III.4. Perhitungan volume forecastle deck
BagianLuas (A) FS A.FS
Atas 64.401 1 64.401Tinggi
= 2.20 mTengah 59.6478 4 238.59 DT = 1.1 m
Bawah 58.1609 1 58.161Volum
e = 1/3 xDT
x 361.15
S1= 361.15 = 132 m3
- Berat forecastle deck :
W = 0.0892 x Volume [ ton ]= 0.09 x 132 [ ton ]
= 11.8 [ ton ]
- Titik berat poop deck :
LCG = ( Lpp/2 + ls ) – ( 2/3 + lf )
Dimana : ls = panjang FP sampai sekat tubrukan
= 7.01 m (TR III Profile Construction )
lf = 10.83 m
LCG = 49.3 m
KG = 1/2 x t +H= 1/2 x 2.20 + 8.1= 9.2 m
I.14. PERHITUNGAN BERAT TOTAL
Berdasarkan perhitungan berat dan titik berat yang telah dihitung diatas
kita dapat menghitung berat kapal yang akan sebagai berikut:
Tabel IV. Perhitungan berat kapal
Anno Fikri Ardito 2821090112140091
Tugas Merancang Kapal IV 20142013
Stabilitas Kapal
No Bagian Berat LCG Momen KG Momen1 Badan AP- FP 1444.976 0.703 1016.398 4.860 7022.583
Belakang AP 19.614 -55.677 -1092.032 4.517 88.589Depan FP 3.029 49.925 151.247 8.810 26.690
2 Poop deck 81.571 -42.485 -3465.524 9.300 758.6063 Forecastle deck 11.812 49.297 582.297 9.200 108.671
4 Mesin dan Kamar Mesin 196.022 -24.305 -4764.324 1.367 267.8655 Propeler dan Poros 23.727 -28.232 -669.861 3.099 73.5246 Dibawah Boat Deck 35.493 -36.305 -1288.578 11.700 415.270
7 Dibawah Bridge Deck 35.493 -36.305 -1288.578 14.100 500.453
8 Dibawah navigator deck 15.972 -41.105 -656.525 16.500 263.536
9 dibawah top deck 15.185 -45.998 -698.501 18.900 287.003
10 peralatan diujung depan 42.888 52.970 2271.794 10.715 459.545
11 peralatan diujung belakang 10.724 -49.505 -530.914 9.300 99.737
12 tanki ceruk haluan 4.850 53.140 257.743 5.377 26.07813 tanki ceruk buritan 31.178 -43.425 -1353.903 4.147 129.280
14 Perpipaan Tengah Kapal 10.000 0.703 7.034 4.860 48.60015 crane 5.000 0.703 3.517 4.860 24.300
S1 = 1987.535 S2 = -11518.709 S3 = 10600.331
LWT = 1987.54 Ton
LCG = S2/S1 = -5.795 m
KG = S3/S1 = 5.3334 m
Panjang garis di Hidrostatik yang didapat adalah LWT x LPP x 1.025 / Skala
Hidrostatik yaitu 19.68 m.
Maka berdasarkan berat dan panjang garis yang diperoleh, maka sarat rata-rata kapal
kosong dapat ditentukan dengan membaca kurva hidrostatik, dan diperoleh besar sarat
kapal kosong adalah T = 1.63 m
Anno Fikri Ardito 2921090112140091
Tugas Merancang Kapal IV 20142013
Stabilitas Kapal
BAB IV
PERHITUNGAN Ya & Yb
Setelah sarat kapal kosong diperoleh, maka kapal harus dikondisikan menjadi
tiga kondisi, yaitu 1/3 muatan penuh, 2/3 muatan penuh dan full load. Caranya yaitu
dengan membagi 3 hasil pengurangan antara T – TLWTpada kurva hidrostatik.
Anno Fikri Ardito 3021090112140091
Tugas Merancang Kapal IV 20142013
Stabilitas Kapal
Gambar 4.1 Kurva Hidrosttik dan Bonjean
Anno Fikri Ardito 3121090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
LWT = 1987.54 TonSUDUT = 0 SARAT = 1.6263 m Volume = 1939.058859 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 0.18 0.18 0.36 0.36 0.07 0.07 0.01 0.01B4 4 0.72 0.72 2.87 2.87 2.06 2.06 1.48 1.48B5 2 2.30 2.30 4.60 4.60 10.60 10.60 24.39 24.39B6 4 3.96 3.96 15.84 15.84 62.71 62.71 248.30 248.30B7 1 5.47 5.47 5.47 5.47 29.89 29.89 163.43 163.43
29.14 29.14 105.32 105.32 437.61 437.61Area = 1/3 (Sya + Syb)L1 = 79.016M.statis = 1/6 (Sya2-Syb2)L1 = 0.000M.inersia = 1/9 (Sya3+Syb3)L1 = 395.554Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 5.47 5.47 5.47 5.47 29.89 29.89 163.43 163.43T2 4 8.55 8.55 34.19 34.19 292.22 292.22 2497.65 2497.65T3 2 9.10 9.10 18.20 18.20 165.62 165.62 1507.14 1507.14T4 4 9.10 9.10 36.40 36.40 331.24 331.24 3014.28 3014.28T5 2 9.10 9.10 18.20 18.20 165.62 165.62 1507.14 1507.14T6 4 8.06 8.06 32.23 32.23 259.65 259.65 2091.93 2091.93T7 1 3.36 3.36 3.36 3.36 11.27 11.27 37.85 37.85
148.04 148.04 1255.51 1255.51 10819.4410819.4
4
Anno Fikri Ardito 3121090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Area = 1/3 (Sya + Syb)L2 = 1197.48391M.statis = 1/6 (Sya2-Syb2)L2 = 0.000M.inersia = 1/9 (Sya3+Syb3)L2 = 29172.32721
Fore Body (L3 = 4.1366 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 3.36 3.36 3.36 3.36 11.27 11.27 37.85 37.85D2 4 1.31 1.31 5.22 5.22 6.82 6.82 8.91 8.91D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
8.58 8.58 18.10 18.10 46.77 46.77Area = 1/3 (Sya + Syb)L3 = 23.668M.statis = 1/6 (Sya2-Syb2)L3 = 0.000M.inersia = 1/9 (Sya3+Syb3)L3 = 42.990
e = 0.000 me/2 = 0.0 m
Io = 29610.870 m4Ikor = 0.000 m4
Io-Ikor = 29610.870 m4
MBj = 15.271 m
Anno Fikri Ardito 3221090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Panjang di Hidrostatik = 42.1005 m
LWT=4252.14624
8 Ton
SUDUT = 0 SARAT =3.288
9 m Volume =4148.43536
4 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 0.29 0.29 0.57 0.57 0.16 0.16 0.05 0.05B4 4 1.33 1.33 5.33 5.33 7.10 7.10 9.47 9.47B5 2 3.40 3.40 6.81 6.81 23.16 23.16 78.80 78.80B6 4 5.25 5.25 21.02 21.02 110.41 110.41 580.07 580.07B7 1 6.62 6.62 6.62 6.62 43.81 43.81 289.99 289.99
40.34 40.34 184.65 184.65 958.37 958.37Area = 1/3 (Sya + Syb)L1 = 109.395M.statis = 1/6 (Sya2-Syb2)L1 = 0.000M.inersia = 1/9 (Sya3+Syb3)L1 = 866.257
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 6.62 6.62 6.62 6.62 43.81 43.81 289.99 289.99T2 4 8.71 8.71 34.85 34.85 303.68 303.68 2646.02 2646.02
Anno Fikri Ardito 3321090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
T3 2 9.10 9.10 18.20 18.20 165.62 165.62 1507.14 1507.14T4 4 9.10 9.10 36.40 36.40 331.24 331.24 3014.28 3014.28T5 2 9.10 9.10 18.20 18.20 165.62 165.62 1507.14 1507.14T6 4 8.22 8.22 32.88 32.88 270.32 270.32 2222.22 2222.22T7 1 3.57 3.57 3.57 3.57 12.74 12.74 45.49 45.49
150.72
150.72 1293.03 1293.03
11232.28
11232.28
Area = 1/3 (Sya + Syb)L2 =1219.18957
5M.statis = 1/6 (Sya2-Syb2)L2 = 0.000M.inersia = 1/9 (Sya3+Syb3)L2 = 30285.4767
Fore Body (L3 = 4.1366 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 3.57 3.57 3.57 3.57 12.74 12.74 45.49 45.49D2 4 1.41 1.41 5.63 5.63 7.93 7.93 11.17 11.17D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9.20 9.20 20.67 20.67 56.66 56.66Area = 1/3 (Sya + Syb)L3 = 25.376M.statis = 1/6 (Sya2-Syb2)L3 = 0.000M.inersia = 1/9 (Sya3+Syb3)L3 = 52.082
e = 0.000 m e/2 = 0.0 m
Io =31203.8
2 m4Ikor = 0.000 m4
Anno Fikri Ardito 3421090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Io-Ikor =31203.8
2 m4MBj = 7.522 m
Panjang di Hidrostatik = 65.6151 m
LWT=6627.11847
3 Ton
SUDUT = 0 SARAT = 4.9514 m Volume =6465.48143
7 m3After
Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 0.98 0.98 1.96 1.96 1.93 1.93 1.89 1.89
B4 4 3.14 3.14 12.5812.5
8 39.55 39.55 124.36 124.36
B5 2 5.37 5.37 10.7310.7
3 57.57 57.57 308.90 308.90
Anno Fikri Ardito 3521090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
B6 4 6.89 6.89 27.5627.5
6 189.86 189.86 1308.05 1308.05B7 1 7.66 7.66 7.66 7.66 58.70 58.70 449.68 449.68
60.4960.4
9 347.61 347.61 2192.88 2192.88Area = 1/3 (Sya + Syb)L1 = 164.032M.statis = 1/6 (Sya2-Syb2)L1 = 0.000M.inersia = 1/9 (Sya3+Syb3)L1 = 1982.117
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 7.66 7.66 7.66 7.66 58.70 58.70 449.68 449.68
T2 4 8.85 8.85 35.3935.3
9 313.14 313.14 2770.64 2770.64
T3 2 9.10 9.10 18.2018.2
0 165.62 165.62 1507.14 1507.14
T4 4 9.10 9.10 36.4036.4
0 331.24 331.24 3014.28 3014.28
T5 2 9.10 9.10 18.2018.2
0 165.62 165.62 1507.14 1507.14
T6 4 8.37 8.37 33.4933.4
9 280.41 280.41 2347.78 2347.78T7 1 3.72 3.72 3.72 3.72 13.81 13.81 51.34 51.34
153.06153.06 1328.54 1328.54 11648.01 11648.01
Area = 1/3 (Sya + Syb)L2 =1238.08516
8M.statis = 1/6 (Sya2-Syb2)L2 = 0.000
Anno Fikri Ardito 3621090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
M.inersia = 1/9 (Sya3+Syb3)L2 = 31406.4074
Fore Body (L3 = 4.1366 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3D1 1 3.72 3.72 3.72 3.72 13.81 13.81 51.34 51.34D2 4 1.55 1.55 6.19 6.19 9.57 9.57 14.80 14.80D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9.90 9.90 23.38 23.38 66.14 66.14Area = 1/3 (Sya + Syb)L3 = 27.311M.statis = 1/6 (Sya2-Syb2)L3 = 0.000M.inersia = 1/9 (Sya3+Syb3)L3 = 60.801
e = 0.000 me/2 = 0.0 m
Io =33449.3
25 m4Ikor = 0.000 m4
Io-Ikor =33449.3
25 m4MBj = 5.174 m
Panjang di Hidrostatik = 90.69 m
LWT= 9159.68084 Ton
SUDUT = 0 SARAT = 6.61 m Volume =8936.27399
1 m3
Anno Fikri Ardito 3721090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 1.65 1.65 6.59 6.59 10.87 10.87 17.91 17.91B3 2 4.43 4.43 8.85 8.85 39.16 39.16 173.29 173.29
B4 4 7.04 7.04 28.17 28.17 198.44 198.441397.6
8 1397.68
B5 2 8.16 8.16 16.33 16.33 133.26 133.261087.7
6 1087.76
B6 4 8.65 8.65 34.59 34.59 299.20 299.202587.6
9 2587.69B7 1 8.83 8.83 8.83 8.83 78.01 78.01 688.96 688.96
103.37103.3
7 758.93 758.935953.2
8 5953.28Area = 1/3 (Sya + Syb)L1 = 280.303M.statis = 1/6 (Sya2-Syb2)L1 = 0.000M.inersia = 1/9 (Sya3+Syb3)L1 = 5381.107
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 8.83 8.83 8.83 8.83 78.01 78.01 688.96 688.96
T2 4 9.03 9.03 36.12 36.12 326.17 326.172945.3
6 2945.36
T3 2 9.10 9.10 18.20 18.20 165.62 165.621507.1
4 1507.14T4 4 9.10 9.10 36.40 36.40 331.24 331.24 3014.2 3014.28
Anno Fikri Ardito 3821090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
8
T5 2 9.10 9.10 18.20 18.20 165.62 165.621507.1
4 1507.14
T6 4 8.52 8.52 34.09 34.09 290.54 290.542476.1
5 2476.15T7 1 3.86 3.86 3.86 3.86 14.92 14.92 57.64 57.64
155.71155.7
1 1372.12 1372.1212196.
6712196.6
7
Area = 1/3 (Sya + Syb)L2 =1259.483
455M.statis = 1/6 (Sya2-Syb2)L2 = 0.000
M.inersia = 1/9 (Sya3+Syb3)L2 =32885.74
146
Fore Body (L3 = 4.1366 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3D1 1 3.86 3.86 3.86 3.86 14.92 14.92 57.64 57.64D2 4 1.65 0.81 6.58 3.26 10.84 2.66 17.84 2.16D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10.45 7.12 25.76 17.58 75.48 59.81Area = 1/3 (Sya + Syb)L3 = 24.226M.statis = 1/6 (Sya2-Syb2)L3 = 5.641M.inersia = 1/9 (Sya3+Syb3)L3 = 62.182
e = 0.004 me/2 = 0.0 m
Io =38329.0
31 m4
Anno Fikri Ardito 3921090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Ikor = 0.000 m4
Io-Ikor =38329.0
31 m4MBj = 4.289 m
SUDUT = 10 SARAT = 1.6263 Volume =1939.058859 m3
After Body (L1 = 4.0675 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 0.18 0.18 0.37 0.36 0.07 0.07 0.01 0.01B4 4 0.76 0.70 3.04 2.80 2.31 1.96 1.75 1.38B5 2 2.56 2.11 5.13 4.22 13.14 8.90 33.68 18.78B6 4 4.60 3.42 18.39 13.68 84.53 46.79 388.56 160.01B7 1 6.37 4.59 6.37 4.59 40.58 21.06 258.47 96.63
33.29 25.66 140.62 78.78 682.48 276.80Area = 1/3 (Sya + Syb)L1 = 79.920M.statis = 1/6 (Sya2-Syb2)L1 = 41.923M.inersia =
1/9 (Sya3+Syb3)L1 = 433.544
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 6.37 4.59 6.37 4.59 40.58 21.06 258.47 96.63T2 4 8.84 7.26 35.35 29.05 312.38 210.93 2760.51 1531.77
Anno Fikri Ardito 4021090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
T3 2 9.24 8.29 18.48 16.59 170.77 137.53 1577.98 1140.48T4 4 9.24 8.29 36.96 33.17 341.54 275.06 3155.97 2280.95T5 2 9.24 8.29 18.48 16.59 170.77 137.53 1577.98 1140.48T6 4 8.33 7.04 33.32 28.17 277.64 198.40 2313.04 1397.32T7 1 3.52 3.19 3.52 3.19 12.40 10.17 43.67 32.44
152.49 131.34 1326.07 990.69 11687.63 7620.06Area = 1/3 (Sya + Syb)L2 = 1147.909269M.statis = 1/6 (Sya2-Syb2)L2 = 678.209M.inersia =
1/9 (Sya3+Syb3)L2 = 26029.55495
Fore Body (L3 = 4.1366 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 3.52 3.19 3.52 3.19 12.40 10.17 43.67 32.44D2 4 1.34 1.30 5.38 5.22 7.23 6.81 9.72 8.88D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
8.90 8.41 19.63 16.98 53.39 41.32Area = 1/3 (Sya + Syb)L3 = 23.863M.statis = 1/6 (Sya2-Syb2)L3 = 1.829M.inersia =
1/9 (Sya3+Syb3)L3 = 43.532
e = 0.577 m e/2 = 0.29Io = 26506.631 m4
Ikor = 416.419 m4
Anno Fikri Ardito 4121090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Io-Ikor = 26090.212 m4MBj = 13.455 m
SUDUT = 10 SARAT = 3.2889 Volume = 4148.435364 m3After
Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 0.30 0.28 0.60 0.56 0.18 0.16 0.05 0.04B4 4 1.53 1.23 6.13 4.92 9.38 6.05 14.37 7.44B5 2 4.35 2.98 8.69 5.95 37.78 17.71 164.19 52.69B6 4 6.45 4.64 25.79 18.56 166.24 86.11 1071.75 399.51B7 1 7.53 6.04 7.53 6.04 56.77 36.43 427.79 219.88
48.74 36.03 270.36 146.45 1678.16 679.57Area = 1/3 (Sya + Syb)L1 = 114.933M.statis = 1/6 (Sya2-Syb2)L1 = 83.998M.inersia = 1/9 (Sya3+Syb3)L1 = 1065.561
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 7.53 6.04 7.53 6.04 56.77 36.43 427.79 219.88T2 4 8.98 8.71 35.90 34.85 322.22 303.71 2891.96 2646.38
Anno Fikri Ardito 4221090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
T3 2 9.24 9.24 18.48 18.48 170.77 170.77 1577.98 1577.98T4 4 9.24 9.24 36.96 36.96 341.54 341.54 3155.97 3155.97T5 2 9.24 9.24 18.48 18.48 170.77 170.77 1577.98 1577.98T6 4 8.48 8.23 33.93 32.92 287.85 270.92 2441.79 2229.60T7 1 3.68 3.57 3.68 3.57 13.56 12.72 49.95 45.38
154.97 151.30 1363.48 1306.86 12123.43 11453.18Area = 1/3 (Sya + Syb)L2 = 1238.701539M.statis = 1/6 (Sya2-Syb2)L2 = 114.503M.inersia = 1/9 (Sya3+Syb3)L2 = 31784.67389
Fore Body (L3 = 4.1366 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 3.68 3.57 3.68 3.57 13.56 12.72 49.95 45.38D2 4 1.45 1.41 5.79 5.65 8.39 7.99 12.15 11.29D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9.48 9.22 21.95 20.71 62.10 56.67Area = 1/3 (Sya + Syb)L3 = 25.778M.statis = 1/6 (Sya2-Syb2)L3 = 0.856M.inersia = 1/9 (Sya3+Syb3)L3 = 54.591
e = 0.145 m e/2 = 0.07Io = 32904.83 m4
Ikor = 28.81 m4Io-Ikor = 32876.01 m4
MBj = 7.925 m
Anno Fikri Ardito 4321090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
SUDUT = 10 SARAT = 4.9514 Volume =6465.48143
7 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 1.17 0.89 2.34 1.77 2.73 1.57 3.20 1.39B4 4 6.21 2.49 24.85 9.98 154.41 24.89 959.37 62.07B5 2 8.06 4.49 16.12 8.99 129.89 40.40 1046.78 181.59B6 4 8.69 5.96 34.78 23.86 302.35 142.32 2628.66 848.88B7 1 8.92 6.99 8.92 6.99 79.61 48.93 710.33 342.25
87.01 51.59 669.00 258.10 5348.34 1436.19Area = 1/3 (Sya + Syb)L1 = 187.917M.statis = 1/6 (Sya2-Syb2)L1 = 278.554M.inersia = 1/9 (Sya3+Syb3)L1 = 3066.229
Middle Body (L2= 12.1333 m)
. S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 8.92 6.99 8.92 6.99 79.61 48.93 710.33 342.25T2 4 9.16 8.86 36.65 35.43 335.89 313.87 3077.93 2780.33T3 2 9.24 9.24 18.48 18.48 170.77 170.77 1577.98 1577.98T4 4 9.24 9.24 36.96 36.96 341.54 341.54 3155.97 3155.97T5 2 9.24 9.24 18.48 18.48 170.77 170.77 1577.98 1577.98T6 4 8.64 8.36 34.56 33.46 298.62 279.86 2580.16 2340.88
Anno Fikri Ardito 4421090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
T7 1 3.83 3.72 3.83 3.72 14.68 13.81 56.27 51.35
157.89 153.53 1411.88 1339.5512736.6
211826.7
4
Area = 1/3 (Sya + Syb)L2 =1259.51338
4M.statis = 1/6 (Sya2-Syb2)L2 = 146.261
M.inersia = 1/9 (Sya3+Syb3)L2 =33114.9585
9
Fore Body (L3 = 4.1366 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3D1 1 3.83 3.72 3.83 3.72 14.68 13.81 56.27 51.35D2 4 1.59 1.55 6.37 6.19 10.14 9.58 16.14 14.82D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10.20 9.91 24.82 23.39 72.41 66.17Area = 1/3 (Sya + Syb)L3 = 27.724M.statis = 1/6 (Sya2-Syb2)L3 = 0.986M.inersia = 1/9 (Sya3+Syb3)L3 = 63.693
e = 0.289 m e/2 = 0.14
Io =36244.88
0 m4Ikor = 122.907 m4
Io-Ikor =36121.97
3 m4MBj = 5.587 m
Anno Fikri Ardito 4521090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
SUDUT = 10 SARAT = 6.61 m Volume =8936.27399
1 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 2.35 1.34 9.42 5.35 22.18 7.17 52.22 9.60B3 2 6.61 2.88 13.22 5.77 87.36 16.62 577.35 47.92B4 4 8.13 5.26 32.50 21.03 264.08 110.54 2145.75 581.06B5 2 8.58 6.42 17.16 12.83 147.25 82.32 1263.52 528.16B6 4 8.58 7.42 34.32 29.69 294.51 220.34 2527.04 1635.33B7 1 8.58 7.98 8.58 7.98 73.63 63.75 631.76 508.95
115.20 82.65 889.01 500.73 7197.65 3311.02
Area = 1/3 (Sya + Syb)L1 = 268.256M.statis = 1/6 (Sya2-Syb2)L1 = 263.216M.inersia = 1/9 (Sya3+Syb3)L1 = 4749.333
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 8.58 7.98 8.58 7.98 73.63 63.75 631.76 508.95
Anno Fikri Ardito 4621090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
T2 4 8.58 8.99 34.32 35.97 294.51 323.52 2527.04 2909.59T3 2 8.58 9.24 17.16 18.48 147.25 170.77 1263.52 1577.98T4 4 8.58 9.24 34.32 36.96 294.51 341.54 2527.04 3155.97T5 2 8.58 9.24 17.16 18.48 147.25 170.77 1263.52 1577.98T6 4 8.58 8.52 34.32 34.08 294.51 290.33 2527.04 2473.45T7 1 4.00 3.86 4.00 3.86 15.96 14.90 63.77 57.53
149.87
155.82 1267.61 1375.58
10803.71
12261.45
Area = 1/3 (Sya + Syb)L2 =1236.32058
1M.statis = 1/6 (Sya2-Syb2)L2 = -218.330
M.inersia = 1/9 (Sya3+Syb3)L2 =31095.1562
8
Fore Body (L3 = 4.1366 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3D1 1 4.00 3.86 4.00 3.86 15.96 14.90 63.77 57.53D2 4 1.69 1.65 6.77 6.62 11.47 10.94 19.43 18.09D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10.77 10.48 27.43 25.84 83.20 75.62Area = 1/3 (Sya + Syb)L3 = 29.294M.statis = 1/6 (Sya2-Syb2)L3 = 1.097M.inersia = 1/9 (Sya3+Syb3)L3 = 72.995
e = 0.030 m e/2 =0.0150
Io =35917.48
4 m4
Anno Fikri Ardito 4721090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Ikor = 1.379 m4
Io-Ikor =35916.10
5 m4MBj = 4.019 m
SUDUT = 20 SARAT = 1.6263 Volume = 1939.058859 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 -0.42 0.80 -0.85 1.60 0.36 1.28 -0.15 1.02B4 4 0.18 1.29 0.71 5.14 0.12 6.61 0.02 8.50B5 2 2.29 2.43 4.57 4.86 10.46 11.81 23.91 28.69B6 4 5.12 3.30 20.49 13.19 104.93 43.53 537.41 143.58B7 1 6.91 4.09 6.91 4.09 47.77 16.70 330.21 68.27
31.83 28.88 163.64 79.92 891.40 250.05Area = 1/3 (Sya + Syb)L1 = 82.312M.statis = 1/6 (Sya2-Syb2)L1 = 56.757M.inersia = 1/9 (Sya3+Syb3)L1 = 515.874
Anno Fikri Ardito 4821090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Middle Body (L2= 12.1333 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
T1 1 6.91 4.09 6.91 4.09 47.77 16.70 330.21 68.27T2 4 8.78 4.90 35.11 19.61 308.16 96.15 2704.85 471.43T3 2 9.07 4.90 18.14 9.81 164.53 48.08 1492.29 235.72T4 4 9.07 4.90 36.28 19.61 329.06 96.15 2984.57 471.43T5 2 9.07 4.90 18.14 9.81 164.53 48.08 1492.29 235.72T6 4 8.25 4.90 33.00 19.61 272.17 96.15 2245.08 471.43T7 1 3.13 3.27 3.13 3.27 9.81 10.69 30.72 34.98
150.71 85.80 1296.04 412.01 11280.01 1988.98Area = 1/3 (Sya + Syb)L2 = 956.557421M.statis = 1/6 (Sya2-Syb2)L2 = 1787.687M.inersia = 1/9 (Sya3+Syb3)L2 = 17888.50464
Fore Body (L3 = 4.1366 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 3.13 3.27 3.13 3.27 9.81 10.69 30.72 34.98D2 4 0.80 1.92 3.21 7.66 2.57 14.68 2.06 28.13D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
6.34 10.93 12.38 25.38 32.78 63.11Area = 1/3 (Sya + Syb)L3 = 23.816M.statis = 1/6 (Sya2-Syb2)L3 = -8.963M.inersia = 1/9 (Sya3+Syb3)L3 = 44.074
e = 1.727 m e/2 = 0.86
Anno Fikri Ardito 4921090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Io = 18448.453 m4Ikor = 3170.263 m4
Io-Ikor = 15278.190 m4
MBj = 7.879 m
SUDUT = 20 SARAT =3.288
9 Volume =4148.43536
4 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 0.16 0.44 0.33 0.87 0.05 0.38 0.01 0.16B4 4 1.74 1.32 6.96 5.30 12.11 7.01 21.07 9.28B5 2 7.37 2.96 14.75 5.91 108.73 17.49 801.71 51.73B6 4 8.86 4.48 35.43 17.93 313.86 80.39 2780.14 360.41B7 1 9.16 5.70 9.16 5.70 83.98 32.53 769.66 185.50
66.63 35.72 518.73 137.80 4372.58 607.08Area = 1/3 (Sya + Syb)L1 = 138.764M.statis = 1/6 (Sya2-Syb2)L1 = 258.241
Anno Fikri Ardito 5021090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
M.inersia = 1/9 (Sya3+Syb3)L1 = 2250.534
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 9.16 5.70 9.16 5.70 83.98 32.53 769.66 185.50T2 4 9.45 8.13 37.79 32.50 357.10 264.09 3374.03 2145.82T3 2 9.53 8.96 19.06 17.92 181.63 160.56 1730.94 1438.60T4 4 9.53 8.96 38.12 35.84 363.27 321.12 3461.87 2877.20T5 2 9.53 8.96 19.06 17.92 181.63 160.56 1730.94 1438.60T6 4 8.89 7.91 35.56 31.63 316.20 250.13 2811.33 1977.93T7 1 3.77 3.81 3.77 3.81 14.19 14.51 53.48 55.28
162.53 145.32 1498.01 1203.49 13932.25 10118.92
Area = 1/3 (Sya + Syb)L2 = 1245.088508M.statis = 1/6 (Sya2-Syb2)L2 = 595.586M.inersia = 1/9 (Sya3+Syb3)L2 = 32424.4462
Fore Body (L3 = 4.1366 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 3.77 3.81 3.77 3.81 14.19 14.51 53.48 55.28D2 4 1.38 1.62 5.53 6.47 7.65 10.45 10.58 16.90D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9.30 10.28 21.84 24.96 64.06 72.18Area = 1/3 (Sya + Syb)L3 = 26.991
Anno Fikri Ardito 5121090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
M.statis = 1/6 (Sya2-Syb2)L3 = -2.151M.inersia = 1/9 (Sya3+Syb3)L3 = 62.617
e = 0.604 m e/2 = 0.30
Io =34737.6
0 m4Ikor = 514.13 m4
Io-Ikor =34223.4
7 m4MBj = 8.250 m
SUDUT = 20 SARAT = 4.9514 Volume =6465.48143
7 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 1.16 1.10 2.33 2.21 2.70 2.44 3.14 2.69B4 4 8.04 2.45 32.16 9.79 258.58 23.98 2079.03 58.70B5 2 8.80 4.22 17.60 8.44 154.96 35.63 1363.97 150.36B6 4 9.13 5.65 36.52 22.62 333.36 127.90 3043.29 723.21
Anno Fikri Ardito 5221090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
B7 1 9.13 6.90 9.13 6.90 83.34 47.66 760.82 328.9997.74 49.96 832.94 237.60 7250.25 1263.96
Area = 1/3 (Sya + Syb)L1 = 200.257M.statis = 1/6 (Sya2-Syb2)L1 = 403.595M.inersia = 1/9 (Sya3+Syb3)L1 = 3847.952
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 9.13 6.90 9.13 6.90 83.34 47.66 760.82 328.99T2 4 9.13 9.43 36.52 37.74 333.36 356.01 3043.29 3358.62T3 2 9.13 9.99 18.26 19.98 166.68 199.50 1521.65 1992.51T4 4 9.13 9.99 36.52 39.95 333.36 399.00 3043.29 3985.02T5 2 9.13 9.99 18.26 19.98 166.68 199.50 1521.65 1992.51T6 4 8.89 8.94 35.55 35.77 315.99 319.84 2808.58 2860.08T7 1 3.77 4.13 3.77 4.13 14.21 17.08 53.55 70.58
158.00 164.44 1413.63 1538.5912752.8
314588.3
2
Area = 1/3 (Sya + Syb)L2 =1304.08991
5M.statis = 1/6 (Sya2-Syb2)L2 = -252.704
M.inersia = 1/9 (Sya3+Syb3)L2 =36859.8202
5
Fore Body (L3 = 4.1366 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
Anno Fikri Ardito 5321090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
D1 1 3.77 4.13 3.77 4.13 14.21 17.08 53.55 70.58D2 4 1.38 1.90 5.51 7.58 7.58 14.37 10.43 27.24D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9.27 11.71 21.78 31.45 63.98 97.82Area = 1/3 (Sya + Syb)L3 = 28.940M.statis = 1/6 (Sya2-Syb2)L3 = -6.663M.inersia = 1/9 (Sya3+Syb3)L3 = 74.363
e = 0.094 m e/2 = 0.0470
Io =40782.13
5 m4Ikor = 13.567 m4
Io-Ikor =40768.56
9 m4
SUDUT = 20 SARAT = 6.61 m Volume =8936.27399
1 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Anno Fikri Ardito 5421090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
B2 4 4.35 1.19 17.39 4.77 75.64 5.69 328.96 6.78B3 2 4.35 2.28 8.70 4.56 37.82 10.42 164.48 23.77B4 4 4.35 4.03 17.39 16.12 75.64 64.95 328.96 261.74B5 2 4.35 5.46 8.70 10.91 37.82 59.55 164.48 324.97B6 4 4.35 6.70 17.39 26.80 75.64 179.54 328.96 1202.84B7 1 4.35 7.55 4.35 7.55 18.91 57.02 82.24 430.52
73.93 70.71 321.49 377.161398.0
6 2250.63Area = 1/3 (Sya + Syb)L1 = 196.112M.statis = 1/6 (Sya2-Syb2)L1 = -37.742M.inersia = 1/9 (Sya3+Syb3)L1 = 1649.006
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 4.35 7.55 4.35 7.55 18.91 57.02 82.24 430.52T2 4 4.35 9.32 17.39 37.27 75.64 347.19 328.96 3234.58T3 2 4.35 9.72 8.70 19.43 37.82 188.80 164.48 1834.34T4 4 4.35 9.72 17.39 38.86 75.64 377.59 328.96 3668.67T5 2 4.35 9.72 8.70 19.43 37.82 188.80 164.48 1834.34T6 4 4.35 8.81 17.39 35.23 75.64 310.25 328.96 2732.40T7 1 4.24 4.01 4.24 4.01 18.02 16.11 76.48 64.66
78.17161.7
9 339.51 1485.761474.5
413799.5
1Area = 1/3 (Sya + Syb)L2 = 970.4953471M.statis = 1/6 (Sya2-Syb2)L2 = -2317.963M.inersia = 1/9 (Sya3+Syb3)L2 = 20591.62631
Anno Fikri Ardito 5521090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Fore Body (L3 = 4.1366 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3D1 1 4.24 4.01 4.24 4.01 18.02 16.11 76.48 64.66D2 4 1.77 1.75 7.09 6.99 12.56 12.22 22.25 21.36D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
11.33 11.01 30.58 28.33 98.73 86.02Area = 1/3 (Sya + Syb)L3 = 30.800M.statis = 1/6 (Sya2-Syb2)L3 = 1.549M.inersia = 1/9 (Sya3+Syb3)L3 = 84.914
e = -1.966 m e/2 = -0.983
Io =22325.54
6 m4Ikor = 4628.378 m4
Io-Ikor =17697.16
7 m4MBj = 1.980 m
SUDUT = 30 SARAT = 1.6263 Volume = 1939.058859 m3
Anno Fikri Ardito 5621090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
After Body (L1 = 4.0675 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 -2.35 2.75 -4.69 5.50 11.00 15.11 -25.79 41.52B4 4 -1.88 3.10 -7.53 12.41 14.19 38.50 -26.74 119.45B5 2 0.49 3.66 0.99 7.31 0.49 26.74 0.24 97.78B6 4 4.95 4.21 19.78 16.85 97.86 71.02 484.00 299.24B7 1 6.73 4.25 6.73 4.25 45.28 18.10 304.66 77.01
15.28 46.33 168.81 169.47 736.38 635.01Area = 1/3 (Sya + Syb)L1 = 83.526M.statis = 1/6 (Sya2-Syb2)L1 = -0.446M.inersia = 1/9 (Sya3+Syb3)L1 = 619.789
Middle Body (L2= 12.1333 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
T1 1 6.73 4.25 6.73 4.25 45.28 18.10 304.64 77.01T2 4 7.75 4.25 31.02 17.02 240.54 72.40 1865.25 308.04T3 2 7.91 4.25 15.82 8.51 125.10 36.20 989.34 154.02T4 4 7.91 4.25 31.63 17.02 250.19 72.40 1978.68 308.04T5 2 7.91 4.25 15.82 8.51 125.10 36.20 989.34 154.02T6 4 7.15 4.25 28.60 17.02 204.52 72.40 1462.47 308.04T7 1 1.48 4.20 1.48 4.20 2.19 17.63 3.23 74.00
131.10 76.52 992.90 325.34 7592.96 1383.16Area = 1/3 (Sya + Syb)L2 = 839.7141464
Anno Fikri Ardito 5721090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
M.statis = 1/6 (Sya2-Syb2)L2 = 1349.955M.inersia = 1/9 (Sya3+Syb3)L2 = 12101.11004
Fore Body (L3 = 4.1366 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 1.48 4.20 1.48 4.20 2.19 17.63 3.23 74.00D2 4 -1.10 3.35 -4.38 13.40 4.80 44.88 -5.26 150.33D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
-2.90 17.60 6.99 62.51 -2.03 224.33Area = 1/3 (Sya + Syb)L3 = 20.260M.statis = 1/6 (Sya2-Syb2)L3 = -38.277M.inersia = 1/9 (Sya3+Syb3)L3 = 102.173
e = 1.390 m e/2 = 0.69Io = 12823.072 m4
Ikor = 1822.289 m4Io-Ikor
= 11000.783 m4MBj = 5.673 m
Anno Fikri Ardito 5821090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
SUDUT = 30 SARAT =3.288
9 Volume =4148.43536
4 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 -0.53 1.11 -1.06 2.22 0.56 2.47 -0.30 2.74B4 4 6.38 -1.72 25.51 -6.87 162.73 11.81 1037.90 -20.29B5 2 9.04 3.54 18.08 7.08 163.44 25.06 1477.48 88.71B6 4 9.28 4.78 37.12 19.14 344.52 91.58 3197.34 438.21B7 1 9.28 5.61 9.28 5.61 86.13 31.49 799.33 176.73
88.93 27.18 757.38 162.41 6511.74 686.10Area = 1/3 (Sya + Syb)L1 = 157.431M.statis = 1/6 (Sya2-Syb2)L1 = 403.338M.inersia = 1/9 (Sya3+Syb3)L1 = 3253.026
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 9.28 5.61 9.28 5.61 86.13 31.49 799.33 176.73T2 4 9.28 6.92 37.12 27.68 344.52 191.51 3197.34 1325.15T3 2 9.28 6.92 18.56 13.84 172.26 95.76 1598.67 662.58T4 4 9.28 6.92 37.12 27.68 344.52 191.51 3197.34 1325.15T5 2 9.28 6.92 18.56 13.84 172.26 95.76 1598.67 662.58T6 4 9.14 6.92 36.54 27.68 333.81 191.51 3049.50 1325.15
Anno Fikri Ardito 5921090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
T7 1 3.47 4.54 3.47 4.54 12.06 20.64 41.88 93.74160.6
6 120.86 1465.56 818.18 13482.72 5571.08Area = 1/3 (Sya + Syb)L2 = 1138.61597M.statis = 1/6 (Sya2-Syb2)L2 = 1309.145M.inersia = 1/9 (Sya3+Syb3)L2 = 25687.26948
Fore Body (L3 = 4.1366 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 3.47 4.54 3.47 4.54 12.06 20.64 41.88 93.74D2 4 0.83 2.40 3.34 9.60 2.78 23.03 2.32 55.28D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
6.81 14.14 14.84 43.67 44.21 149.02Area = 1/3 (Sya + Syb)L3 = 28.889M.statis = 1/6 (Sya2-Syb2)L3 = -19.874M.inersia = 1/9 (Sya3+Syb3)L3 = 88.810
e = 1.278 m e/2 = 0.64
Io =29029.1
1 m4Ikor = 2162.31 m4
Io-Ikor =26866.7
9 m4MBj = 6.476 m
Anno Fikri Ardito 6021090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
SUDUT = 30 SARAT = 4.9514 Volume =6465.48143
7 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 6.20 1.19 12.39 2.37 76.77 2.81 475.66 3.33B4 4 6.20 2.40 24.78 9.60 153.55 23.04 951.33 55.30B5 2 6.20 4.03 12.39 8.05 76.77 32.44 475.66 130.65B6 4 6.20 5.52 24.78 22.08 153.55 121.85 951.33 672.53B7 1 6.20 6.75 6.20 6.75 38.39 45.59 237.83 307.81
80.54 48.86 499.03 225.73 3091.82 1169.62Area = 1/3 (Sya + Syb)L1 = 175.445M.statis = 1/6 (Sya2-Syb2)L1 = 185.271M.inersia = 1/9 (Sya3+Syb3)L1 = 1925.936
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 6.20 6.75 6.20 6.75 38.39 45.59 237.83 307.81T2 4 6.20 9.02 24.78 36.07 153.55 325.28 951.33 2933.24
Anno Fikri Ardito 6121090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
T3 2 6.20 9.73 12.39 19.46 76.77 189.25 475.66 1840.97T4 4 6.20 9.73 24.78 38.91 153.55 378.50 951.33 3681.94T5 2 6.20 9.73 12.39 19.46 76.77 189.25 475.66 1840.97T6 4 6.20 8.83 24.78 35.33 153.55 311.97 951.33 2755.08T7 1 4.07 4.50 4.07 4.50 16.58 20.28 67.50 91.35
109.40 160.47 669.15 1460.12 4110.66 13451.36
Area = 1/3 (Sya + Syb)L2 =1091.47526
8M.statis = 1/6 (Sya2-Syb2)L2 = -1599.516
M.inersia = 1/9 (Sya3+Syb3)L2 =23676.1332
9
Fore Body (L3 = 4.1366 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 4.07 4.50 4.07 4.50 16.58 20.28 67.50 91.35D2 4 1.40 2.12 5.62 8.49 7.89 18.02 11.09 38.24D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9.69 12.99 24.47 38.30 78.59 129.59Area = 1/3 (Sya + Syb)L3 = 31.278M.statis = 1/6 (Sya2-Syb2)L3 = -9.534M.inersia = 1/9 (Sya3+Syb3)L3 = 95.686
e = -1.097 m e/2 = -0.5484
Io =25697.75
6 m4Ikor = 1561.508 m4
Io-Ikor =24136.24
8 m4
Anno Fikri Ardito 6221090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
MBj = 3.733 m
SUDUT = 30 SARAT = 6.61 m Volume =8936.27399
1 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 4.00 -0.60 15.99 -2.42 63.96 1.46 255.75 -0.88B3 2 4.00 0.42 8.00 0.85 31.98 0.36 127.88 0.15B4 4 4.00 1.92 15.99 7.67 63.96 14.71 255.75 28.22B5 2 4.00 3.31 8.00 6.62 31.98 21.89 127.88 72.41B6 4 4.00 4.53 15.99 18.11 63.96 81.98 255.75 371.13B7 1 4.00 5.51 4.00 5.51 15.99 30.41 63.94 167.73
67.98 36.34 271.82 150.811086.9
4 638.76Area = 1/3 (Sya + Syb)L1 = 141.439M.statis = 1/6 (Sya2-Syb2)L1 = 82.035M.inersia = 1/9 (Sya3+Syb3)L1 = 779.92
Middle Body 12.1333 m)
Anno Fikri Ardito 6321090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
(L2=Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
T1 1 4.00 5.51 4.00 5.51 15.99 30.41 63.94 167.73
T2 4 4.00 7.81 15.99 31.23 63.96 243.80 255.751903.4
0
T3 2 4.00 8.34 8.00 16.68 31.98 139.17 127.881160.9
0
T4 4 4.00 8.34 15.99 33.37 63.96 278.34 255.752321.7
9
T5 2 4.00 8.34 8.00 16.68 31.98 139.17 127.881160.9
0
T6 4 4.00 7.26 15.99 29.05 63.96 211.00 255.751532.4
6T7 1 4.00 2.13 4.00 2.13 15.99 4.55 63.94 9.72
71.98134.6
6 287.81 1046.441150.8
88256.9
0Area = 1/3 (Sya + Syb)L2 = 835.7376596M.statis = 1/6 (Sya2-Syb2)L2 = -1534.11M.inersia = 1/9 (Sya3+Syb3)L2 = 12683.03665
Fore Body (L3 = 4.1366 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3D1 1 4.00 2.13 4.00 2.13 15.99 4.55 63.94 9.72D2 4 4.00 -0.29 15.99 -1.16 63.96 0.34 255.75 -0.10D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
19.99 0.97 79.95 4.89 319.69 9.62Area = 1/3 (Sya + Syb)L3 = 28.910
Anno Fikri Ardito 6421090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
M.statis = 1/6 (Sya2-Syb2)L3 = 51.747M.inersia = 1/9 (Sya3+Syb3)L3 = 151.357
e = -1.392 m e/2 = -0.70
Io =13614.31
2 m4Ikor = 1949.058 m4
Io-Ikor =11665.25
4 m4MBj = 1.305 m
SUDUT = 40 SARAT = 1.6263 Volume = 1939.058859 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B4 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B5 2 4.59 -0.86 9.18 -1.73 42.17 1.49 193.63 -1.29B6 4 6.93 4.23 27.73 16.92 192.27 71.54 1332.98 302.58B7 1 7.12 4.23 7.12 4.23 50.67 17.89 360.70 75.64
Anno Fikri Ardito 6521090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
44.03 19.42 285.11 90.93 1887.31 376.93Area = 1/3 (Sya + Syb)L1 = 86.029M.statis = 1/6 (Sya2-Syb2)L1 = 131.639M.inersia = 1/9 (Sya3+Syb3)L1 = 1023.312
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 7.12 4.23 7.12 4.23 50.67 17.89 360.70 75.64T2 4 7.25 4.23 28.99 16.92 210.11 71.54 1522.80 302.58T3 2 7.29 4.23 14.58 8.46 106.33 35.77 775.29 151.29T4 4 7.29 4.23 29.17 16.92 212.66 71.54 1550.57 302.58T5 2 7.29 4.23 14.58 8.46 106.33 35.77 775.29 151.29T6 4 6.57 4.23 26.30 16.92 172.90 71.54 1136.71 302.58T7 1 0.00 4.23 0.00 4.23 0.00 17.89 0.00 75.64
120.74 76.13 858.99 321.95 6121.361361.5
9Area = 1/3 (Sya + Syb)L2 = 796.2178837M.statis = 1/6 (Sya2-Syb2)L2 = 1086.020M.inersia = 1/9 (Sya3+Syb3)L2 = 10088.09558
Fore Body (L3 = 4.1366 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 0.00 4.23 0.00 4.23 0.00 17.89 0.00 75.64D2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Anno Fikri Ardito 6621090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 4.23 0.00 17.89 0.00 75.64
Area = 1/3 (Sya + Syb)L3 = 5.837M.statis = 1/6 (Sya2-Syb2)L3 = -12.331M.inersia = 1/9 (Sya3+Syb3)L3 = 34.768
e = 1.357 m e/2 = 0.68Io = 11146.175 m4
Ikor = 1635.898 m4Io-Ikor = 9510.277 m4
MBj = 4.905 m
SUDUT = 40 SARAT =3.288
9 Volume =4148.43536
4 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 4.17 -2.49 8.35 -4.97 34.83 12.35 145.36 -30.71B4 4 6.28 2.34 25.11 9.35 157.60 21.86 989.27 51.09
Anno Fikri Ardito 6721090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
B5 2 6.37 4.80 12.75 9.60 81.27 46.06 518.07 221.06B6 4 6.37 5.52 25.50 22.09 162.54 122.02 1036.14 673.96B7 1 6.37 6.11 6.37 6.11 40.64 37.32 259.04 227.98
78.08 42.18 476.88 239.62 2947.88 1143.38Area = 1/3 (Sya + Syb)L1 = 163.047M.statis = 1/6 (Sya2-Syb2)L1 = 160.847M.inersia = 1/9 (Sya3+Syb3)L1 = 1849.022
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 6.37 6.11 6.37 6.11 40.64 37.32 259.04 227.98T2 4 6.37 6.23 25.50 24.91 162.54 155.07 1036.14 965.54T3 2 6.37 6.23 12.75 12.45 81.27 77.54 518.07 482.77T4 4 6.37 6.23 25.50 24.91 162.54 155.07 1036.14 965.54T5 2 6.37 6.23 12.75 12.45 81.27 77.54 518.07 482.77T6 4 6.37 6.23 25.50 24.91 162.54 155.07 1036.14 965.54T7 1 2.45 5.51 2.45 5.51 6.01 30.36 14.73 167.29
110.82 111.24 696.81 687.97 4418.33 4257.44
Area = 1/3 (Sya + Syb)L2 = 898.1109104M.statis = 1/6 (Sya2-Syb2)L2 = 17.886M.inersia = 1/9 (Sya3+Syb3)L2 = 11696.18595
Fore Body (L3 = 4.1366 m)
Anno Fikri Ardito 6821090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3D1 1 2.45 5.51 2.45 5.51 6.01 30.36 14.73 167.29D2 4 -0.60 4.14 -2.41 16.56 1.45 68.54 -0.87 283.73D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.05 22.07 7.46 98.90 13.86 451.02Area = 1/3 (Sya + Syb)L3 = 30.492M.statis = 1/6 (Sya2-Syb2)L3 = -63.046M.inersia = 1/9 (Sya3+Syb3)L3 = 213.671
e = 0.106 m e/2 = 0.05
Io =13758.8
8 m4Ikor = 12.26 m4
Io-Ikor =13746.6
2 m4MBj = 3.314 m
SUDUT = 40 SARAT = 4.9514 Volume =6465.48143
7 m3After Body (L1 = 4.0675 m)
Anno Fikri Ardito 6921090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 3.92 0.00 15.67 0.00 61.41 0.00 240.61 0.00B3 2 5.54 0.09 11.09 0.17 61.48 0.01 340.87 0.00B4 4 5.54 1.30 22.18 5.21 122.96 6.79 681.75 8.84B5 2 5.54 2.92 11.09 5.83 61.48 17.01 340.87 49.59B6 4 5.54 4.43 22.18 17.71 122.96 78.40 681.75 347.09B7 1 5.54 5.49 5.54 5.49 30.74 30.13 170.44 165.38
87.75 34.41 461.03 132.34 2456.29 570.91Area = 1/3 (Sya + Syb)L1 = 165.632M.statis = 1/6 (Sya2-Syb2)L1 = 222.828M.inersia = 1/9 (Sya3+Syb3)L1 = 1368.13
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 5.54 5.49 5.54 5.49 30.74 30.13 170.44 165.38T2 4 5.54 7.06 22.18 28.23 122.96 199.18 681.75 1405.55T3 2 5.54 7.06 11.09 14.11 61.48 99.59 340.87 702.78T4 4 5.54 7.06 22.18 28.23 122.96 199.18 681.75 1405.55T5 2 5.54 7.06 11.09 14.11 61.48 99.59 340.87 702.78T6 4 5.54 7.02 22.18 28.07 122.96 196.95 681.75 1382.02T7 1 5.54 3.71 5.54 3.71 30.74 13.74 170.44 50.94
99.80 121.94 553.33 838.37 3067.86 5814.99
Area = 1/3 (Sya + Syb)L2 =896.821949
5M.statis = 1/6 (Sya2-Syb2)L2 = -576.421
Anno Fikri Ardito 7021090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
M.inersia = 1/9 (Sya3+Syb3)L2 =11975.3679
7
Fore Body (L3 = 4.1366 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3D1 1 5.54 3.71 5.54 3.71 30.74 13.74 170.44 50.94D2 4 2.94 1.09 11.76 4.34 34.58 4.72 101.66 5.12D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17.30 8.05 65.32 18.46 272.10 56.06Area = 1/3 (Sya + Syb)L3 = 34.962M.statis = 1/6 (Sya2-Syb2)L3 = 32.306M.inersia = 1/9 (Sya3+Syb3)L3 = 150.827
e = -0.293 m e/2 = -0.15
Io =13494.32
3 m4Ikor = 94.062 m4
Io-Ikor =13400.26
1 m4MBj = 2.073 m
Anno Fikri Ardito 7121090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
SUDUT = 40 SARAT = 6.61 Volume =8936.27399
1 m3After Body (L1
= 4.0675 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
B2 4 4.03 -1.8216.1
2 -7.27 64.95 13.20 261.71 -23.98B3 2 4.03 -0.78 8.06 -1.55 32.47 1.21 130.85 -0.94
B4 4 4.03 0.5516.1
2 2.21 64.95 1.22 261.71 0.68B5 2 4.03 1.88 8.06 3.75 32.47 7.03 130.85 13.19
B6 4 4.03 3.0716.1
2 12.29 64.95 37.75 261.71 115.95B7 1 4.03 4.17 4.03 4.17 16.24 17.38 65.43 72.44
68.50 13.60 276.03 77.79
1112.25 177.34
Area = 1/3 (Sya + Syb)L1 = 111.314M.statis = 1/6 (Sya2-Syb2)L1 = 134.390M.inersia = 1/9 (Sya3+Syb3)L1 = 582.824
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 4.03 4.17 4.03 4.17 16.24 17.38 65.43 72.44
T2 4 4.03 6.7916.1
2 27.17 64.95 184.55 261.711253.5
2
Anno Fikri Ardito 7221090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
T3 2 4.03 7.43 8.06 14.85 32.47 110.28 130.85 818.86
T4 4 4.03 7.4316.1
2 29.70 64.95 220.55 261.711637.7
1T5 2 4.03 7.43 8.06 14.85 32.47 110.28 130.85 818.86
T6 4 4.03 6.3416.1
2 25.36 64.95 160.84 261.711019.8
9T7 1 4.03 0.76 4.03 0.76 16.24 0.57 65.43 0.44
72.53
116.86 292.26 804.44
1177.68
5621.71
Area = 1/3 (Sya + Syb)L2 =765.998686
7M.statis = 1/6 (Sya2-Syb2)L2 = -1035.74
M.inersia = 1/9 (Sya3+Syb3)L2 =9166.55108
6
Fore Body (L3 = 4.1366 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3D1 1 4.03 0.76 4.03 0.76 16.24 0.57 65.43 0.44
D2 4 4.03 -1.9416.1
2 -7.76 64.95 15.04 261.71 -29.17D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
20.15 -7.00 81.18 15.62 327.13 -28.74
Area = 1/3 (Sya + Syb)L3 = 18.130M.statis = 1/6 (Sya2-Syb2)L3 = 45.203M.inersia = 1/9 (Sya3+Syb3)L3 = 137.149
e = -0.956 m e/2 = -0.478
Anno Fikri Ardito 7321090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Io = 9886.524 m4Ikor = 818.567 m4
Io-Ikor = 9067.957 m4MBj = 1.015 m
SUDUT = 50 SARAT = 1.6263 Volume = 1939.058859 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B4 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B5 2 2.59 4.27 5.18 8.53 13.42 36.40 34.78 155.28B6 4 6.00 4.57 24.01 18.28 144.15 83.57 865.34 381.95B7 1 6.00 4.57 6.00 4.57 36.04 20.89 216.33 95.49
35.20 31.39 193.61 140.86 1116.46 632.72Area = 1/3 (Sya + Syb)L1 = 90.275M.statis = 1/6 (Sya2-Syb2)L1 = 35.763M.inersia = 1/9 (Sya3+Syb3)L1 = 790.531
Anno Fikri Ardito 7421090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Middle Body (L2= 12.1333 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
T1 1.00 6.00 4.57 6.00 4.57 36.04 20.89 216.33 95.49T2 4.05 6.00 4.57 24.33 18.52 146.03 84.66 876.65 386.95T3 4.05 6.00 4.57 24.33 18.52 146.03 84.66 876.65 386.95T4 4.05 6.00 4.57 24.33 18.52 146.03 84.66 876.65 386.95T5 4.05 6.00 4.57 24.33 18.52 146.03 84.66 876.65 386.95T6 4.05 6.00 4.57 24.33 18.52 146.03 84.66 876.65 386.95T7 0.00 -1.84 4.26 0.00 0.00 0.00 0.00 0.00 0.00
127.63 97.18 766.21 444.18 4599.61 2030.22Area = 1/3 (Sya + Syb)L2 = 909.2486679M.statis = 1/6 (Sya2-Syb2)L2 = 651.204M.inersia =
1/9 (Sya3+Syb3)L2 = 8937.956513
Fore Body (L3 = 4.1366 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 -1.84 4.26 -1.84 4.26 3.38 18.13 -6.22 77.18D2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
-1.84 4.26 3.38 18.13 -6.22 77.18Area = 1/3 (Sya + Syb)L3 = 3.335M.statis = 1/6 (Sya2-Syb2)L3 = -10.167M.inersia = 1/9 (Sya3+Syb3)L3 = 32.618
e = 0.675 m e/2 = 0.34
Anno Fikri Ardito 7521090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Io = 9761.105 m4Ikor = 456.753 m4
Io-Ikor = 9304.352 m4
MBj = 4.798 m
SUDUT = 50 SARAT =3.288
9 Volume =4148.43536
4 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 2.48 0.23 4.96 0.46 12.29 0.10 30.45 0.02B4 4 4.28 3.71 17.11 14.84 73.22 55.09 313.24 204.42B5 2 5.27 4.78 10.54 9.56 55.52 45.71 292.51 218.55B6 4 5.27 5.27 21.07 21.09 111.04 111.18 585.02 586.19B7 1 5.27 5.31 5.27 5.31 27.76 28.14 146.25 149.31
58.95 51.26 279.82 240.23 1367.47 1158.50Area = 1/3 (Sya + Syb)L1 = 149.422M.statis = 1/6 (Sya2-Syb2)L1 = 26.834
Anno Fikri Ardito 7621090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
M.inersia = 1/9 (Sya3+Syb3)L1 = 1141.597
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 5.27 5.31 5.27 5.31 27.76 28.14 146.25 149.31T2 4 5.27 5.31 21.07 21.22 111.04 112.58 585.02 597.23T3 2 5.27 5.31 10.54 10.61 55.52 56.29 292.51 298.61T4 4 5.27 5.31 21.07 21.22 111.04 112.58 585.02 597.23T5 2 5.27 5.31 10.54 10.61 55.52 56.29 292.51 298.61T6 4 5.27 5.31 21.07 21.22 111.04 112.58 585.02 597.23T7 1 2.88 5.26 2.88 5.26 8.30 27.67 23.91 145.52
92.45 95.45 480.20 506.12 2510.24 2683.75Area = 1/3 (Sya + Syb)L2 = 759.9296101M.statis = 1/6 (Sya2-Syb2)L2 = -52.398M.inersia = 1/9 (Sya3+Syb3)L2 = 7002.24072
Fore Body (L3 = 4.2438 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 2.88 5.26 2.88 5.26 8.30 27.67 23.91 145.52D2 4 -0.88 4.54 -3.51 18.16 3.08 82.44 -2.70 374.28D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
-0.63 23.42 11.38 110.11 21.20 519.81Area = 1/3 (Sya + Syb)L3 = 32.238M.statis = 1/6 (Sya2-Syb2)L3 = -69.831
Anno Fikri Ardito 7721090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
M.inersia = 1/9 (Sya3+Syb3)L3 = 255.102
e = -0.101 m e/2 = -0.05Io = 8398.94 m4
Ikor = 9.66 m4Io-Ikor = 8389.28 m4
MBj = 2.022 m
SUDUT = 50 SARAT = 4.9514 Volume =6465.48143
7 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 4.87 -1.26 19.49 -5.04 94.95 6.36 462.60 -8.01B3 2 4.87 -0.22 9.74 -0.45 47.47 0.10 231.30 -0.02B4 4 4.87 1.03 19.49 4.13 94.95 4.27 462.60 4.42B5 2 4.87 2.74 9.74 5.49 47.47 15.04 231.30 41.26B6 4 4.87 4.17 19.49 16.68 94.95 69.58 462.60 290.21B7 1 4.87 4.91 4.87 4.91 23.74 24.13 115.65 118.52
82.83 25.72 403.54 119.49 1966.06 446.38
Anno Fikri Ardito 7821090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Area = 1/3 (Sya + Syb)L1 = 147.176M.statis = 1/6 (Sya2-Syb2)L1 = 192.561M.inersia = 1/9 (Sya3+Syb3)L1 = 1090.289
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 4.87 4.91 4.87 4.91 23.74 24.13 115.65 118.52T2 4 4.87 5.70 19.49 22.81 94.95 130.02 462.60 741.32T3 2 4.87 5.70 9.74 11.40 47.47 65.01 231.30 370.66T4 4 4.87 5.70 19.49 22.81 94.95 130.02 462.60 741.32T5 2 4.87 5.70 9.74 11.40 47.47 65.01 231.30 370.66T6 4 4.87 5.70 19.49 22.81 94.95 130.02 462.60 741.32T7 1 4.87 3.81 4.87 3.81 23.74 14.50 115.65 55.20
87.70 99.94 427.27 558.72 2081.71 3138.99
Area = 1/3 (Sya + Syb)L2 =758.896661
8M.statis = 1/6 (Sya2-Syb2)L2 = -265.818
M.inersia = 1/9 (Sya3+Syb3)L2 =7038.26610
5
Fore Body (L3 = 4.2438 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3D1 1 4.87 3.81 4.87 3.81 23.74 14.50 115.65 55.20D2 4 4.01 0.90 16.02 3.60 64.16 3.23 256.98 2.91D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Anno Fikri Ardito 7921090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
20.89 7.40 87.90 17.73 372.63 58.10Area = 1/3 (Sya + Syb)L3 = 40.028M.statis = 1/6 (Sya2-Syb2)L3 = 49.632M.inersia = 1/9 (Sya3+Syb3)L3 = 203.106
e = -0.025 m e/2 = -0.01
Io =8331.66
1 m4Ikor = 0.590 m4
Io-Ikor =8331.07
1 m4MBj = 1.289 m
SUDUT = 50 SARAT = 6.61 Volume =8936.27399
1 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
B2 4 4.10 -2.6316.4
0 -10.52 67.25 27.65 275.74 -72.72B3 2 4.10 -1.54 8.20 -3.08 33.62 4.76 137.87 -7.34B4 4 4.10 -0.34 16.4 -1.34 67.25 0.45 275.74 -0.15
Anno Fikri Ardito 8021090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
0B5 2 4.10 0.92 8.20 1.84 33.62 1.70 137.87 1.56
B6 4 4.10 2.1316.4
0 8.50 67.25 18.07 275.74 38.42B7 1 4.10 3.32 4.10 3.32 16.81 11.04 68.94 36.68
69.71 -1.28 285.81 63.67
1171.91 -3.55
Area = 1/3 (Sya + Syb)L1 = 92.775M.statis = 1/6 (Sya2-Syb2)L1 = 150.591M.inersia = 1/9 (Sya3+Syb3)L1 = 528.037
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 4.10 3.32 4.10 3.32 16.81 11.04 68.94 36.68
T2 4 4.10 5.7216.4
0 22.87 67.25 130.74 275.74 747.46T3 2 4.10 6.33 8.20 12.67 33.62 80.22 137.87 508.09
T4 4 4.10 6.3316.4
0 25.33 67.25 160.45 275.741016.1
8T5 2 4.10 6.33 8.20 12.67 33.62 80.22 137.87 508.09
T6 4 4.10 5.5316.4
0 22.10 67.25 122.11 275.74 674.65T7 1 4.10 -0.30 4.10 -0.30 16.81 0.09 68.94 -0.03
73.81 98.66 302.62 584.87
1240.85
3491.13
Area = 1/3 (Sya + Syb)L2 =697.532092
6
Anno Fikri Ardito 8121090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
M.statis = 1/6 (Sya2-Syb2)L2 = -570.76
M.inersia = 1/9 (Sya3+Syb3)L2 =6379.38849
6
Fore Body (L3 = 4.2438 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3D1 1 4.10 -0.30 4.10 -0.30 16.81 0.09 68.94 -0.03
D2 4 4.10 -3.4216.4
0 -13.68 67.25 46.78 275.74 -159.96D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
20.50 -13.98 84.06 46.87 344.68 -159.99
Area = 1/3 (Sya + Syb)L3 = 9.232M.statis = 1/6 (Sya2-Syb2)L3 = 26.309M.inersia = 1/9 (Sya3+Syb3)L3 = 87.087
e = -0.493 m e/2 =-0.2463
Io = 6994.513 m4Ikor = 194.023 m4
Io-Ikor = 6800.490 m4MBj = 0.761 m
Anno Fikri Ardito 8221090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
SUDUT = 60 SARAT = 1.6263 Volume = 1939.058859 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B4 4 4.76 -2.50 19.03 -9.99 90.51 24.94 430.53 -62.27B5 2 4.76 -1.48 9.51 -2.97 45.25 4.40 215.27 -6.53B6 4 4.76 3.34 19.03 13.36 90.51 44.61 430.53 148.96B7 1 4.76 4.46 4.76 4.46 22.63 19.93 107.63 88.97
52.32 4.87 248.90 93.87 1183.96 169.13Area = 1/3 (Sya + Syb)L1 = 77.543M.statis = 1/6 (Sya2-Syb2)L1 = 105.093M.inersia = 1/9 (Sya3+Syb3)L1 = 611.522
Middle Body (L2= 12.1333 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
T1 1 4.76 4.46 4.76 4.46 22.63 19.93 107.63 88.97T2 4 4.76 4.46 19.03 17.86 90.51 79.72 430.53 355.87T3 2 4.76 4.46 9.51 8.93 45.25 39.86 215.27 177.93T4 4 4.76 4.46 19.03 17.86 90.51 79.72 430.53 355.87T5 2 4.76 4.46 9.51 8.93 45.25 39.86 215.27 177.93T6 4 4.76 4.46 19.03 17.86 90.51 79.72 430.53 355.87
Anno Fikri Ardito 8321090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
T7 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0080.87 75.89 384.66 338.79 1829.76 1512.45
Area = 1/3 (Sya + Syb)L2 = 633.993236M.statis = 1/6 (Sya2-Syb2)L2 = 92.753M.inersia = 1/9 (Sya3+Syb3)L2 = 4505.773301
Fore Body (L3 = 4.1366 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00D2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00Area = 1/3 (Sya + Syb)L3 = 0.000M.statis = 1/6 (Sya2-Syb2)L3 = 0.000M.inersia = 1/9 (Sya3+Syb3)L3 = 0.000
e = 0.278 m e/2 = 0.1390Io = 5117.295 m4
Ikor = 55.012 m4Io-Ikor
= 5062.283 m4MBj = 2.611 m
Anno Fikri Ardito 8421090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
SUDUT = 60 SARAT =3.288
9 Volume =4148.43536
4 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 4.74 -4.49 18.97 -17.96 90.00 80.65 426.88 -362.17B3 2 1.22 1.46 2.43 2.92 2.96 4.27 3.61 6.23B4 4 2.63 4.17 10.52 16.68 27.65 69.58 72.72 290.19B5 2 4.74 4.58 9.49 9.15 45.00 41.88 213.44 191.62B6 4 4.74 4.61 18.97 18.44 90.00 85.00 426.88 391.81B7 1 4.74 4.61 4.74 4.61 22.50 21.25 106.72 97.95
65.13 33.84 278.11 302.62 1250.23 615.63Area = 1/3 (Sya + Syb)L1 = 134.188M.statis = 1/6 (Sya2-Syb2)L1 = -16.620M.inersia =
1/9 (Sya3+Syb3)L1 = 843.267
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 4.74 4.61 4.74 4.61 22.50 21.25 106.72 97.95T2 4 4.74 4.61 18.97 18.44 90.00 85.00 426.88 391.81T3 2 4.74 4.61 9.49 9.22 45.00 42.50 213.44 195.91
Anno Fikri Ardito 8521090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
T4 4 4.74 4.61 18.97 18.44 90.00 85.00 426.88 391.81T5 2 4.74 4.61 9.49 9.22 45.00 42.50 213.44 195.91T6 4 4.74 4.61 18.97 18.44 90.00 85.00 426.88 391.81T7 1 4.11 4.61 4.11 4.61 16.86 21.25 69.25 97.95
84.74 82.97 399.34 382.49 1883.47 1763.15Area = 1/3 (Sya + Syb)L2 = 678.3210343M.statis = 1/6 (Sya2-Syb2)L2 = 34.088M.inersia = 1/9 (Sya3+Syb3)L2 = 4916.180537
Fore Body (L3 = 4.2438 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 4.11 4.61 4.107 4.610 16.863 21.249 69.249 97.953D2 4 -1.02 4.33 -4.097 17.315 4.196 74.954 -4.297 324.461D3 1 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000
0.010 21.925 21.059 96.203 64.952 422.414Area = 1/3 (Sya + Syb)L3 = 31.029M.statis = 1/6 (Sya2-Syb2)L3 = -53.149M.inersia =
1/9 (Sya3+Syb3)L3 = 229.809
e = -0.0423 e/2 = -0.02Io = 5989.26 m4
Ikor = 1.51 m4Io-Ikor = 5987.75 m4
MBj = 1.44 m
Anno Fikri Ardito 8621090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
SUDUT = 60 SARAT = 4.9514 Volume =6465.48143
7 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 4.33 -1.31 17.32 -5.24 75.01 6.86 324.84 -8.98B3 2 4.33 -0.27 8.66 -0.54 37.51 0.15 162.42 -0.04B4 4 4.33 1.08 17.32 4.30 75.01 4.63 324.84 4.98B5 2 4.33 2.99 8.66 5.98 37.51 17.88 162.42 53.47B6 4 4.33 4.13 17.32 16.53 75.01 68.34 324.84 282.48B7 1 4.33 4.72 4.33 4.72 18.75 22.23 81.21 104.83
73.62 25.75 318.80 120.09 1380.58 436.73Area = 1/3 (Sya + Syb)L1 = 134.730M.statis = 1/6 (Sya2-Syb2)L1 = 134.711M.inersia = 1/9 (Sya3+Syb3)L1 = 821.327
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 4.33 4.72 4.33 4.72 18.75 22.23 81.21 104.83
Anno Fikri Ardito 8721090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
T2 4 4.33 5.02 17.32 20.09 75.01 100.91 324.84 506.81T3 2 4.33 5.02 8.66 10.05 37.51 50.45 162.42 253.41T4 4 4.33 5.02 17.32 20.09 75.01 100.91 324.84 506.81T5 2 4.33 5.02 8.66 10.05 37.51 50.45 162.42 253.41T6 4 4.33 5.02 17.32 20.09 75.01 100.91 324.84 506.81T7 1 4.33 4.07 4.33 4.07 18.75 16.56 81.21 67.39
77.95 89.15 337.56 442.42 1461.80 2199.46
Area = 1/3 (Sya + Syb)L2 =675.804992
3M.statis = 1/6 (Sya2-Syb2)L2 = -212.046
M.inersia = 1/9 (Sya3+Syb3)L2 =4935.89996
5
Fore Body (L3 = 4.2438 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 4.33 4.07 4.33 4.07 18.75 16.56 81.21 67.39D2 4 4.33 1.08 17.32 4.32 75.01 4.68 324.84 5.05D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
21.65 8.39 93.77 21.24 406.05 72.44Area = 1/3 (Sya + Syb)L3 = 42.503M.statis = 1/6 (Sya2-Syb2)L3 = 51.301M.inersia = 1/9 (Sya3+Syb3)L3 = 225.628
e = -0.03052 m e/2 = -0.015
Io =5982.85
5 m4Ikor = 0.795 m4
Io-Ikor = 5982.06 m4
Anno Fikri Ardito 8821090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
1MBj = 0.925 m
SUDUT = 60 SARAT = 6.61 Volume =8936.27399
1 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
B2 4 4.03 -3.05 16.13-
12.19 65.01 37.17 262.06 -113.29B3 2 4.03 -1.90 8.06 -3.81 32.50 7.26 131.03 -13.82B4 4 4.03 -0.78 16.13 -3.12 65.01 2.44 262.06 -1.91B5 2 4.03 0.44 8.06 0.87 32.50 0.38 131.03 0.17B6 4 4.03 1.69 16.13 6.75 65.01 11.38 262.06 19.19B7 1 4.03 3.00 4.03 3.00 16.25 9.00 65.51 26.98
68.53 -8.51 276.27 67.621113.7
4 -82.69Area = 1/3 (Sya + Syb)L1 = 81.380M.statis = 1/6 (Sya2-Syb2)L1 = 141.452M.inersia = 1/9 (Sya3+Syb3)L1 = 465.980
Anno Fikri Ardito 8921090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 4.03 3.00 4.03 3.00 16.25 9.00 65.51 26.98T2 4 4.03 5.06 16.13 20.25 65.01 102.50 262.06 518.89T3 2 4.03 5.32 8.06 10.64 32.50 56.64 131.03 301.44T4 4 4.03 5.32 16.13 21.29 65.01 113.29 262.06 602.89T5 2 4.03 5.32 8.06 10.64 32.50 56.64 131.03 301.44T6 4 4.03 4.95 16.13 19.82 65.01 98.18 262.06 486.44T7 1 4.03 -1.03 4.03 -1.03 16.25 1.06 65.51 -1.09
-11.69 72.56 84.61 292.52 437.311179.2
62237.0
1Area = 1/3 (Sya + Syb)L2 = 635.687M.statis = 1/6 (Sya2-Syb2)L2 = -292.79M.inersia = 1/9 (Sya3+Syb3)L2 = 4605.61
Fore Body (L3 = 4.2438 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 4.03 -1.03 4.031-
1.028 16.251 1.056 65.514 -1.085D2 4 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000D3 1 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000
4.031-
1.028 16.251 1.056 65.514 -1.085Area = 1/3 (Sya + Syb)L3 = 4.249
Anno Fikri Ardito 9021090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
M.statis = 1/6 (Sya2-Syb2)L3 = 10.748M.inersia = 1/9 (Sya3+Syb3)L3 = 30.380
e = -0.195 m e/2 =-0.097
Io = 5101.975 m4Ikor = 27.402 m4
Io-Ikor = 5074.573 m4MBj = 0.568 m
SUDUT = 70 SARAT = 1.6263 Volume = 1939.058859 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 4.14 -3.83 8.28 -7.65 34.29 29.29 141.98 -112.08B4 4 4.14 -1.84 16.56 -7.37 68.58 13.58 283.96 -25.03B5 2 4.14 -0.96 8.28 -1.92 34.29 1.85 141.98 -1.77B6 4 4.14 1.64 16.56 6.55 68.58 10.72 283.96 17.54B7 1 4.14 3.87 4.14 3.87 17.14 14.96 70.99 57.85
53.83 -6.53 222.88 70.39 922.85 -63.49
Anno Fikri Ardito 9121090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Area = 1/3 (Sya + Syb)L1 = 64.126M.statis = 1/6 (Sya2-Syb2)L1 = 103.373M.inersia = 1/9 (Sya3+Syb3)L1 = 388.383
Middle Body (L2= 12.1333 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
T1 1 4.14 3.87 4.14 3.87 17.14 14.96 70.99 57.85T2 4 4.14 4.48 16.56 17.92 68.58 80.26 283.96 359.49T3 2 4.14 4.48 8.28 8.96 34.29 40.13 141.98 179.75T4 4 4.14 4.48 16.56 17.92 68.58 80.26 283.96 359.49T5 2 4.14 4.48 8.28 8.96 34.29 40.13 141.98 179.75T6 4 4.14 4.48 16.56 17.92 68.58 80.26 283.96 359.49T7 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
70.39 75.54 291.46 335.98 1206.81 1495.82Area = 1/3 (Sya + Syb)L2 = 590.1904053M.statis = 1/6 (Sya2-Syb2)L2 = -90.043M.inersia = 1/9 (Sya3+Syb3)L2 = 3643.541611
Fore Body (L3 = 4.1366 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00D2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00Area = 1/3 (Sya + Syb)L3 = 0.000
Anno Fikri Ardito 9221090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
M.statis = 1/6 (Sya2-Syb2)L3 = 0.000M.inersia = 1/9 (Sya3+Syb3)L3 = 0.000
e = 0.020 m e/2 = 0.010Io = 4031.925 m4
Ikor = 0.272 m4Io-Ikor
= 4031.653 m4MBj = 2.079 m
SUDUT = 70 SARAT =3.288
9 Volume =4148.43536
4 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 4.41 -3.71 17.63 -14.83 77.74 55.01 342.74 -204.00B3 2 4.41 -2.22 8.82 -4.44 38.87 9.86 171.37 -21.88B4 4 4.41 -0.09 17.63 -0.37 77.74 0.03 342.74 0.00B5 2 4.41 4.13 8.82 8.27 38.87 34.19 171.37 141.34B6 4 4.41 4.21 17.63 16.84 77.74 70.94 342.74 298.73
Anno Fikri Ardito 9321090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
B7 1 4.41 4.21 4.41 4.21 19.44 17.73 85.68 74.6874.95 9.68 330.41 187.76 1456.64 288.87
Area = 1/3 (Sya + Syb)L1 = 114.744M.statis = 1/6 (Sya2-Syb2)L1 = 96.705M.inersia = 1/9 (Sya3+Syb3)L1 = 788.873
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 4.41 4.21 4.41 4.21 19.44 17.73 85.68 74.68T2 4 4.41 4.21 17.63 16.84 77.74 70.94 342.74 298.73T3 2 4.41 4.21 8.82 8.42 38.87 35.47 171.37 149.36T4 4 4.41 4.21 17.63 16.84 77.74 70.94 342.74 298.73T5 2 4.41 4.21 8.82 8.42 38.87 35.47 171.37 149.36T6 4 4.41 4.21 17.63 16.84 77.74 70.94 342.74 298.73T7 1 4.41 4.21 4.41 4.21 19.44 17.73 85.68 74.68
79.35 75.80 349.84 319.22 1542.32 1344.28Area = 1/3 (Sya + Syb)L2 = 627.519716M.statis = 1/6 (Sya2-Syb2)L2 = 61.936M.inersia = 1/9 (Sya3+Syb3)L2 = 3891.555796
Fore Body (L3 = 4.2438 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 4.41 4.21 4.41 4.21 19.44 17.73 85.68 74.68D2 4 0.66 2.69 2.63 10.74 1.73 28.84 1.14 77.44
Anno Fikri Ardito 9421090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.007.04 14.95 21.17 46.57 86.82 152.12
Area = 1/3 (Sya + Syb)L3 = 31.109M.statis = 1/6 (Sya2-Syb2)L3 = -17.970M.inersia = 1/9 (Sya3+Syb3)L3 = 112.669
e = 0.182 m e/2 = 0.09095
Io =4793.09
7 m4Ikor = 25.587 m4
Io-Ikor =4767.51
0 m4MBj = 1.149 m
SUDUT = 70 SARAT = 4.9514 Volume =6465.48143
7 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 4.02 -1.41 16.07 -5.63 64.57 7.93 259.41 -11.17B3 2 4.02 -0.34 8.04 -0.69 32.28 0.24 129.71 -0.08
Anno Fikri Ardito 9521090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
B4 4 4.02 1.17 16.07 4.68 64.57 5.48 259.41 6.42B5 2 4.02 3.33 8.04 6.66 32.28 22.15 129.71 73.70B6 4 4.02 4.14 16.07 16.55 64.57 68.46 259.41 283.24B7 1 4.02 4.60 4.02 4.60 16.14 21.18 64.85 97.47
68.30 26.17 274.41 125.44 1102.51 449.57Area = 1/3 (Sya + Syb)L1 = 128.088M.statis = 1/6 (Sya2-Syb2)L1 = 100.991M.inersia = 1/9 (Sya3+Syb3)L1 = 701.455
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 4.02 4.60 4.02 4.60 16.14 21.18 64.85 97.47T2 4 4.02 4.60 16.07 18.41 64.57 84.72 259.41 389.88T3 2 4.02 4.60 8.04 9.20 32.28 42.36 129.71 194.94T4 4 4.02 4.60 16.07 18.41 64.57 84.72 259.41 389.88T5 2 4.02 4.60 8.04 9.20 32.28 42.36 129.71 194.94T6 4 4.02 4.60 16.07 18.41 64.57 84.72 259.41 389.88T7 1 4.02 4.13 4.02 4.13 16.14 17.02 64.85 70.24
72.32 82.36 290.55 377.07 1167.36 1727.21
Area = 1/3 (Sya + Syb)L2 =625.593756
9M.statis = 1/6 (Sya2-Syb2)L2 = -174.956
M.inersia = 1/9 (Sya3+Syb3)L2 =3902.30553
8
Fore Body (L3 = 4.2438 m)
Anno Fikri Ardito 9621090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3D1 1 4.02 4.13 4.02 4.13 16.14 17.02 64.85 70.24D2 4 4.02 1.44 16.07 5.77 64.57 8.32 259.41 12.00D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
20.09 9.90 80.71 25.35 324.27 82.24Area = 1/3 (Sya + Syb)L3 = 42.415M.statis = 1/6 (Sya2-Syb2)L3 = 39.159M.inersia = 1/9 (Sya3+Syb3)L3 = 191.681
e = -0.044 m e/2 = -0.0219
Io =4795.44
2 m4Ikor = 1.522 m4
Io-Ikor =4793.92
0 m4MBj = 0.741 m
SUDUT = 70 SARAT = 6.61 Volume =8936.27399
1 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
Anno Fikri Ardito 9721090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
B2 4 3.89 -3.25 15.54-
12.99 60.40 42.20 234.73 -137.08B3 2 3.89 -2.04 7.77 -4.08 30.20 8.34 117.36 -17.02B4 4 3.89 -0.96 15.54 -3.83 60.40 3.67 234.73 -3.52B5 2 3.89 0.25 7.77 0.50 30.20 0.12 117.36 0.03B6 4 3.89 1.60 15.54 6.40 60.40 10.24 234.73 16.39B7 1 3.89 3.05 3.89 3.05 15.10 9.28 58.68 28.28
66.06-
10.96 256.72 73.86 997.60 -112.92Area = 1/3 (Sya + Syb)L1 = 74.705M.statis = 1/6 (Sya2-Syb2)L1 = 123.960M.inersia = 1/9 (Sya3+Syb3)L1 = 399.826
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 3.89 3.05 3.89 3.05 15.10 9.28 58.68 28.28T2 4 3.89 4.73 15.54 18.94 60.40 89.64 234.73 424.34T3 2 3.89 4.73 7.77 9.47 30.20 44.82 117.36 212.17T4 4 3.89 4.73 15.54 18.94 60.40 89.64 234.73 424.34T5 2 3.89 4.73 7.77 9.47 30.20 44.82 117.36 212.17T6 4 3.89 4.70 15.54 18.82 60.40 88.53 234.73 416.49T7 1 3.89 -1.69 3.89 -1.69 15.10 2.87 58.68 -4.86
69.95 76.98 271.82 369.601056.2
81712.9
4Area = 1/3 (Sya + Syb)L2 = 594.23
Anno Fikri Ardito 9821090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
M.statis = 1/6 (Sya2-Syb2)L2 = -197.73M.inersia = 1/9 (Sya3+Syb3)L2 = 3733.32
Fore Body (L3 = 4.2438 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3D1 1 3.89 -1.69 3.89 -1.69 15.10 2.87 58.68 -4.86D2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
3.89 -1.69 15.10 2.87 58.68 -4.86Area = 1/3 (Sya + Syb)L3 = 3.102M.statis = 1/6 (Sya2-Syb2)L3 = 8.653M.inersia = 1/9 (Sya3+Syb3)L3 = 25.381
e = -0.097 m e/2 = -0.05Io = 4158.527 m4
Ikor = 6.310 m4Io-Ikor = 4152.217 m4
MBj = 0.465 m
SUDUT = 80 SARAT = 1.626 Volume = 1939.058859 m3
Anno Fikri Ardito 9921090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 3.93 -3.13 7.86 -6.27 30.93 19.64 121.62 -61.53B4 4 3.93 -1.62 15.73 -6.46 61.86 10.44 243.24 -16.87B5 2 3.93 -0.77 7.86 -1.54 30.93 1.18 121.62 -0.91B6 4 3.93 1.14 15.73 4.56 61.86 5.20 243.24 5.92B7 1 3.93 3.35 3.93 3.35 15.46 11.24 60.81 37.68
51.12 -6.36 201.03 47.70 790.53 -35.72Area = 1/3 (Sya + Syb)L1 = 60.693M.statis = 1/6 (Sya2-Syb2)L1 = 103.944M.inersia = 1/9 (Sya3+Syb3)L1 = 341.131
Middle Body (L2= 12.1333 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
T1 1 3.93 3.35 3.93 3.35 15.46 11.24 60.81 37.68T2 4 3.93 4.29 15.73 17.17 61.86 73.71 243.24 316.39T3 2 3.93 4.29 7.86 8.59 30.93 36.85 121.62 158.19T4 4 3.93 4.29 15.73 17.17 61.86 73.71 243.24 316.39T5 2 3.93 4.29 7.86 8.59 30.93 36.85 121.62 158.19T6 4 3.93 4.29 15.73 17.17 61.86 73.71 243.24 316.39T7 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
66.85 72.03 262.88 306.061033.7
7 1303.23
Anno Fikri Ardito 10021090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Area = 1/3 (Sya + Syb)L2 = 561.7103146M.statis = 1/6 (Sya2-Syb2)L2 = -87.314M.inersia = 1/9 (Sya3+Syb3)L2 = 3150.609876
Fore Body (L3 = 4.1366 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00D2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00Area = 1/3 (Sya + Syb)L3 = 0.000M.statis = 1/6 (Sya2-Syb2)L3 = 0.000M.inersia = 1/9 (Sya3+Syb3)L3 = 0.000
e = 0.027 m e/2 = 0.01Io = 3491.741 m4
Ikor = 0.444 m4Io-Ikor = 3491.297 m4
MBj = 1.801 m
Anno Fikri Ardito 10121090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
SUDUT = 80 SARAT =3.288
9 Volume =4148.43536
4 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 4.04 -3.03 16.15 -12.14 65.24 36.82 263.46 -111.72B3 2 4.04 -1.81 8.08 -3.61 32.62 6.53 131.73 -11.81B4 4 4.04 -0.04 16.15 -0.16 65.24 0.01 263.46 0.00B5 2 4.04 3.62 8.08 7.25 32.62 26.25 131.73 95.10B6 4 4.04 4.19 16.15 16.75 65.24 70.11 263.46 293.50B7 1 4.04 4.19 4.04 4.19 16.31 17.53 65.87 73.38
68.65 12.27 277.26 157.25 1119.72 338.44Area = 1/3 (Sya + Syb)L1 = 109.714M.statis = 1/6 (Sya2-Syb2)L1 = 81.361M.inersia = 1/9 (Sya3+Syb3)L1 = 659.009
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 4.04 4.19 4.04 4.19 16.31 17.53 65.87 73.38T2 4 4.04 4.19 16.15 16.75 65.24 70.11 263.46 293.50T3 2 4.04 4.19 8.08 8.37 32.62 35.05 131.73 146.75T4 4 4.04 4.19 16.15 16.75 65.24 70.11 263.46 293.50T5 2 4.04 4.19 8.08 8.37 32.62 35.05 131.73 146.75T6 4 4.04 4.19 16.15 16.75 65.24 70.11 263.46 293.50
Anno Fikri Ardito 10221090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
T7 1 4.04 4.19 4.04 4.19 16.31 17.53 65.87 73.3872.69 75.36 293.57 315.48 1185.59 1320.77
Area = 1/3 (Sya + Syb)L2 = 598.778355M.statis = 1/6 (Sya2-Syb2)L2 = -44.310M.inersia = 1/9 (Sya3+Syb3)L2 = 3378.923073
Fore Body (L3 = 4.2438 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 4.04 4.19 4.04 4.19 16.31 17.53 65.87 73.38D2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
4.04 4.19 16.31 17.53 65.87 73.38Area = 1/3 (Sya + Syb)L3 = 11.635M.statis = 1/6 (Sya2-Syb2)L3 = -0.861M.inersia = 1/9 (Sya3+Syb3)L3 = 65.657
e = 0.050 m e/2 = 0.02513
Io =4103.58
9 m4Ikor = 1.819 m4
Io-Ikor =4101.77
0 m4MBj = 0.989 m
Anno Fikri Ardito 10321090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
SUDUT = 80 SARAT = 4.9514 Volume =6465.48143
7 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 3.87 -1.58 15.50 -6.32 60.04 9.97 232.62 -15.74B3 2 3.87 -0.46 7.75 -0.92 30.02 0.42 116.31 -0.19B4 4 3.87 1.35 15.50 5.42 60.04 7.33 232.62 9.93B5 2 3.87 3.63 7.75 7.26 30.02 26.35 116.31 95.66B6 4 3.87 4.22 15.50 16.89 60.04 71.33 232.62 301.20B7 1 3.87 4.35 3.87 4.35 15.01 18.93 58.15 82.36
65.86 26.68 255.17 134.34 988.62 473.21Area = 1/3 (Sya + Syb)L1 = 125.476M.statis = 1/6 (Sya2-Syb2)L1 = 81.917M.inersia = 1/9 (Sya3+Syb3)L1 = 660.666
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 3.87 4.35 3.87 4.35 15.01 18.93 58.15 82.36T2 4 3.87 4.35 15.50 17.40 60.04 75.72 232.62 329.43T3 2 3.87 4.35 7.75 8.70 30.02 37.86 116.31 164.72T4 4 3.87 4.35 15.50 17.40 60.04 75.72 232.62 329.43
Anno Fikri Ardito 10421090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
T5 2 3.87 4.35 7.75 8.70 30.02 37.86 116.31 164.72T6 4 3.87 4.35 15.50 17.40 60.04 75.72 232.62 329.43T7 1 3.87 4.22 3.87 4.22 15.01 17.78 58.15 74.95
69.74 78.18 270.18 339.58 1046.77 1475.04
Area = 1/3 (Sya + Syb)L2 =598.241254
3M.statis = 1/6 (Sya2-Syb2)L2 = -140.329
M.inersia = 1/9 (Sya3+Syb3)L2 =3399.76687
2
Fore Body (L3 = 4.2438 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 3.87 4.22 3.87 4.22 15.01 17.78 58.15 74.95D2 4 3.87 2.40 15.50 9.58 60.04 22.95 232.62 54.99D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
19.37 13.80 75.05 40.73 290.77 129.93Area = 1/3 (Sya + Syb)L3 = 46.922M.statis = 1/6 (Sya2-Syb2)L3 = 24.275M.inersia = 1/9 (Sya3+Syb3)L3 = 198.376
e = -0.044 m e/2 = -0.022
Io =4258.80
9 m4Ikor = 1.512 m4
Io-Ikor =4257.29
7 m4MBj = 0.658 m
Anno Fikri Ardito 10521090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
SUDUT = 80 SARAT = 6.61 Volume =8936.27399
1 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
B2 4 3.80 -3.44 15.19-
13.75 57.68 47.28219.0
6 -162.56
B3 2 3.80 -2.15 7.60 -4.31 28.84 9.27109.5
3 -19.97
B4 4 3.80 -1.07 15.19 -4.27 57.68 4.56219.0
6 -4.87
B5 2 3.80 0.16 7.60 0.33 28.84 0.05109.5
3 0.01
B6 4 3.80 1.70 15.19 6.78 57.68 11.50219.0
6 19.49B7 1 3.80 3.26 3.80 3.26 14.42 10.65 54.76 34.77
64.56-
11.96 245.16 83.32930.9
8 -133.13Area = 1/3 (Sya + Syb)L1 = 71.316M.statis = 1/6 (Sya2-Syb2)L1 = 109.714M.inersia = 1/9 (Sya3+Syb3)L1 = 360.587
Anno Fikri Ardito 10621090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 3.80 3.26 3.80 3.26 14.42 10.65 54.76 34.77
T2 4 3.80 4.43 15.19 17.71 57.68 78.41219.0
6 347.14
T3 2 3.80 4.43 7.60 8.85 28.84 39.20109.5
3 173.57
T4 4 3.80 4.43 15.19 17.71 57.68 78.41219.0
6 347.14
T5 2 3.80 4.43 7.60 8.85 28.84 39.20109.5
3 173.57
T6 4 3.80 4.43 15.19 17.71 57.68 78.41219.0
6 347.14T7 1 3.80 -2.91 3.80 -2.91 14.42 8.46 54.76 -24.60
68.36 71.19 259.58 332.74985.7
51398.7
3Area = 1/3 (Sya + Syb)L2 = 564.40M.statis = 1/6 (Sya2-Syb2)L2 = -147.95M.inersia = 1/9 (Sya3+Syb3)L2 = 3214.63
Fore Body (L3 = 4.2438 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3D1 1 3.80 -2.91 3.80 -2.91 14.42 8.46 54.76 -24.60D2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
3.80 -2.91 14.42 8.46 54.76 -24.60
Anno Fikri Ardito 10721090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Area = 1/3 (Sya + Syb)L3 = 1.258M.statis = 1/6 (Sya2-Syb2)L3 = 4.217M.inersia = 1/9 (Sya3+Syb3)L3 = 14.224
e = -0.053 m e/2 = -0.03Io = 3589.436 m4
Ikor = 1.817 m4Io-Ikor = 3587.619 m4
MBj = 0.401 m
SUDUT = 90 SARAT = 1.6263 Volume = 1939.058859 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B3 2 3.85 -2.75 7.69 -5.50 29.59 15.13 113.81 -41.63B4 4 3.85 -1.48 15.39 -5.91 59.18 8.72 227.63 -12.88B5 2 3.85 -0.64 7.69 -1.28 29.59 0.81 113.81 -0.52B6 4 3.85 0.93 15.39 3.73 59.18 3.48 227.63 3.24B7 1 3.85 2.83 3.85 2.83 14.79 8.00 56.91 22.65
50.00 -6.13 192.33 36.15 739.79 -29.14
Anno Fikri Ardito 10821090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Area = 1/3 (Sya + Syb)L1 = 59.491M.statis = 1/6 (Sya2-Syb2)L1 = 105.876M.inersia = 1/9 (Sya3+Syb3)L1 = 321.173
Middle Body (L2= 12.1333 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
T1 1 3.85 2.83 3.85 2.83 14.79 8.00 56.91 22.65T2 4 3.85 4.25 15.39 17.01 59.18 72.37 227.63 307.84T3 2 3.85 4.25 7.69 8.51 29.59 36.19 113.81 153.92T4 4 3.85 4.25 15.39 17.01 59.18 72.37 227.63 307.84T5 2 3.85 4.25 7.69 8.51 29.59 36.19 113.81 153.92T6 4 3.85 4.25 15.39 17.01 59.18 72.37 227.63 307.84T7 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
65.39 70.89 251.51 297.49 967.41 1254.02Area = 1/3 (Sya + Syb)L2 = 551.1575792M.statis = 1/6 (Sya2-Syb2)L2 = -92.987M.inersia = 1/9 (Sya3+Syb3)L2 = 2994.813331
Fore Body (L3 = 4.1366 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00D2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00Area = 1/3 (Sya + Syb)L3 = 0.000
Anno Fikri Ardito 10921090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
M.statis = 1/6 (Sya2-Syb2)L3 = 0.000M.inersia = 1/9 (Sya3+Syb3)L3 = 0.000
e = 0.004 m e/2 = 0.00Io = 3315.986 m4
Ikor = 0.009 m4Io-Ikor
= 3315.977 m4MBj = 1.710 m
SUDUT = 90 SARAT =3.288
9 Volume =4148.43536
4 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 3.93 -2.65 15.71 -10.59 61.74 28.02 242.53 -74.16B3 2 3.93 -1.59 7.86 -3.18 30.87 5.07 121.27 -8.07B4 4 3.93 0.07 15.71 0.27 61.74 0.02 242.53 0.00B5 2 3.93 3.05 7.86 6.10 30.87 18.57 121.27 56.61B6 4 3.93 3.90 15.71 15.60 61.74 60.81 242.53 237.08
Anno Fikri Ardito 11021090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
B7 1 3.93 4.17 3.93 4.17 15.43 17.40 60.63 72.5866.79 12.36 262.38 129.89 1030.77 284.03
Area = 1/3 (Sya + Syb)L1 = 107.314M.statis = 1/6 (Sya2-Syb2)L1 = 89.815M.inersia = 1/9 (Sya3+Syb3)L1 = 594.219
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 3.93 4.17 3.93 4.17 15.43 17.40 60.63 72.58T2 4 3.93 4.17 15.71 16.69 61.74 69.60 242.53 290.34T3 2 3.93 4.17 7.86 8.34 30.87 34.80 121.27 145.17T4 4 3.93 4.17 15.71 16.69 61.74 69.60 242.53 290.34T5 2 3.93 4.17 7.86 8.34 30.87 34.80 121.27 145.17T6 4 3.93 4.17 15.71 16.69 61.74 69.60 242.53 290.34T7 1 3.93 3.89 3.93 3.89 15.43 15.17 60.63 59.08
70.71 74.81 277.81 310.98 1091.41 1293.02Area = 1/3 (Sya + Syb)L2 = 588.5596897M.statis = 1/6 (Sya2-Syb2)L2 = -67.075M.inersia = 1/9 (Sya3+Syb3)L2 = 3214.553568
Fore Body (L3 = 4.2438 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
D1 1 3.93 3.89 3.93 3.89 15.43 15.17 60.63 59.08D2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Anno Fikri Ardito 11121090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.003.93 3.89 15.43 15.17 60.63 59.08
Area = 1/3 (Sya + Syb)L3 = 11.067M.statis = 1/6 (Sya2-Syb2)L3 = 0.187M.inersia = 1/9 (Sya3+Syb3)L3 = 56.450
e = 0.032 m e/2 = 0.02Io = 3865.22 m4
Ikor = 0.744 m4
Io-Ikor =3864.47
9 m4MBj = 0.932 m
SUDUT = 90 SARAT = 4.9514 Volume =6465.48143
7 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00B2 4 3.86 -1.83 15.43 -7.33 59.54 13.42 229.71 -24.58B3 2 3.86 -0.63 7.72 -1.26 29.77 0.80 114.86 -0.50
Anno Fikri Ardito 11221090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
B4 4 3.86 1.84 15.43 7.37 59.54 13.56 229.71 24.98B5 2 3.86 3.94 7.72 7.88 29.77 31.03 114.86 122.20B6 4 3.86 4.24 15.43 16.97 59.54 71.97 229.71 305.31B7 1 3.86 4.24 3.86 4.24 14.88 17.99 57.43 76.33
65.59 27.86 253.04 148.77 976.27 503.73Area = 1/3 (Sya + Syb)L1 = 126.706M.statis = 1/6 (Sya2-Syb2)L1 = 70.687M.inersia = 1/9 (Sya3+Syb3)L1 = 668.878
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 3.86 4.24 3.86 4.24 14.88 17.99 57.43 76.33T2 4 3.86 4.24 15.43 16.97 59.54 71.97 229.71 305.31T3 2 3.86 4.24 7.72 8.48 29.77 35.99 114.86 152.66T4 4 3.86 4.24 15.43 16.97 59.54 71.97 229.71 305.31T5 2 3.86 4.24 7.72 8.48 29.77 35.99 114.86 152.66T6 4 3.86 4.24 15.43 16.97 59.54 71.97 229.71 305.31T7 1 3.86 4.24 3.86 4.24 14.88 17.99 57.43 76.33
69.45 76.35 267.93 323.89 1033.70 1373.90Area = 1/3 (Sya + Syb)L2 = 589.67838M.statis = 1/6 (Sya2-Syb2)L2 = -113.159
M.inersia = 1/9 (Sya3+Syb3)L2 =3245.78180
9
Fore Body (L3 = 4.2438 m)Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3
Anno Fikri Ardito 11321090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
D1 1 3.86 4.24 3.86 4.24 14.88 17.99 57.43 76.33D2 4 3.86 3.66 15.43 14.63 59.54 53.54 229.71 195.85D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
19.29 18.88 74.42 71.53 287.14 272.18Area = 1/3 (Sya + Syb)L3 = 53.990M.statis = 1/6 (Sya2-Syb2)L3 = 2.048M.inersia = 1/9 (Sya3+Syb3)L3 = 263.738
e = -0.052 m e/2 = -0.03
Io =4178.39
8 m4Ikor = 2.121 m4
Io-Ikor =4176.27
7 m4MBj = 0.646 m
SUDUT = 90 SARAT = 6.61 Volume =8936.27399
1 m3After Body (L1 = 4.0675 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3B1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Anno Fikri Ardito 11421090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
B2 4 3.79 -3.69 15.16-
14.77 57.49 54.56217.9
5 -201.51
B3 2 3.79 -2.31 7.58 -4.62 28.74 10.66108.9
7 -24.61
B4 4 3.79 -1.17 15.16 -4.67 57.49 5.45217.9
5 -6.36
B5 2 3.79 0.12 7.58 0.24 28.74 0.03108.9
7 0.00
B6 4 3.79 2.00 15.16 8.00 57.49 16.01217.9
5 32.04B7 1 3.79 3.52 3.79 3.52 14.37 12.36 54.49 43.44
64.45-
12.30 244.33 99.07926.2
9 -156.99Area = 1/3 (Sya + Syb)L1 = 70.710M.statis = 1/6 (Sya2-Syb2)L1 = 98.476M.inersia = 1/9 (Sya3+Syb3)L1 = 347.678
Middle Body (L2= 12.1333 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3T1 1 3.79 3.52 3.79 3.52 14.37 12.36 54.49 43.44
T2 4 3.79 4.31 15.16 17.24 57.49 74.27217.9
5 320.01
T3 2 3.79 4.31 7.58 8.62 28.74 37.13108.9
7 160.00
T4 4 3.79 4.31 15.16 17.24 57.49 74.27217.9
5 320.01
T5 2 3.79 4.31 7.58 8.62 28.74 37.13108.9
7 160.00
Anno Fikri Ardito 11521090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
T6 4 3.79 4.31 15.16 17.24 57.49 74.27217.9
5 320.01T7 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
64.45 72.46 244.33 309.42926.2
91323.4
7Area = 1/3 (Sya + Syb)L2 = 553.7088077M.statis = 1/6 (Sya2-Syb2)L2 = -131.630M.inersia = 1/9 (Sya3+Syb3)L2 = 3032.990724
Fore Body (L3 = 4.2438 m)
Station S Ya Yb Sya Syb Sya2 SYb2 Sya3 SYb3D1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00D2 4 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00D3 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00Area = 1/3 (Sya + Syb)L3 = 0.000M.statis = 1/6 (Sya2-Syb2)L3 = 0.000M.inersia = 1/9 (Sya3+Syb3)L3 = 0.000
e = -0.053 m e/2 = -0.03Io = 3380.669 m4
Ikor = 1.760 m4Io-Ikor = 3378.909 m4
MBj = 0.378 m
Anno Fikri Ardito 11621090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
Anno Fikri Ardito 11721090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Volume =
1939.058859 m3
Sarat =
1.6263
j MBjcos
jMBj cosj
INT ( y ) sin j
MBj sinj INT y j
zj- zc
yj .cosj
(zj- zc)sinj Lc ym
Zm - Zc
rad 1 2 3 4 5 6 7 8 9 10 11 12 13 14 150.0000 0 15.271
1.000 15.271 0.000
0.000 0.000
0.000
0.000
0.000 0.000 0.000
0.000
0.000
15.271
0.1745 10 13.455
0.985 13.251 28.521
0.174 2.336
2.336
2.496
0.204 2.458 0.035
2.493
0.160
13.455
0.3490 20 7.879
0.940 7.404 49.176
0.342 2.694
7.366
4.303
0.643 4.044 0.220
4.263
1.609 8.047
0.5235 30 5.673
0.866 4.913 61.494
0.500 2.836
12.897
5.381
1.125 4.660 0.563
5.223
2.545 6.039
0.6980 40 4.905
0.766 3.758 70.165
0.643 3.152
18.885
6.139
1.648 4.704 1.059
5.763
2.987 5.405
0.8725 50 4.798
0.643 3.085 77.008
0.766 3.675
25.713
6.738
2.243 4.332 1.718
6.050
3.063 5.328
1.0470 60 2.611
0.500 1.306 81.398
0.866 2.261
31.648
7.122
2.761 3.562 2.391
5.954
4.862 4.067
1.2215 70 2.079
0.342 0.712 83.416
0.940 1.954
35.863
7.299
3.129 2.498 2.940
5.438
5.345 3.841
1.3960 80 1.801
0.174 0.313 84.440
0.985 1.773
39.589
7.389
3.454 1.285 3.402
4.686
5.615 3.767
1.5705 90 1.710
0.000 0.001 84.754
1.000 1.710
43.073
7.416
3.758 0.002 3.758
3.760
5.706 3.759
Volume =
4148.435364 m3
Sarat =
3.2889
j MBj cos MBj INT ( y sin j MBj INT y j zj- yj .co (zj- Lc ym Zm -
Anno Fikri Ardito 11121090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
j cosj ) sinj zc sj zc)sinj Zcrad 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
0.0000 0 7.522
1.000 7.522 0.000
0.000 0.000
0.000
0.000
0.000 0.000 0.000
0.000
0.000 7.522
0.1745 10 7.925
0.985 7.805 15.326
0.174 1.376
1.376
1.341
0.120 1.321 0.021
1.342
-0.03
5 7.925
0.3490 20 8.250
0.940 7.752 30.883
0.342 2.821
5.573
2.702
0.486 2.539 0.166
2.706
-0.11
9 8.2390.5235 30 6.476
0.866 5.609 44.245
0.500 3.238
11.632
3.871
1.015 2.787 0.507
3.295
0.634 6.624
0.6980 40 3.314
0.766 2.539 52.393
0.643 2.130
16.999
4.584
1.483 3.163 0.953
4.116
2.455 4.022
0.8725 50 2.022
0.643 1.300 56.231
0.766 1.549
20.677
4.920
1.804 3.163 1.382
4.545
3.371 3.104
1.0470 60 1.443
0.500 0.722 58.253
0.866 1.250
23.476
5.097
2.048 2.549 1.774
4.323
3.847 2.770
1.2215 70 1.149
0.342 0.393 59.369
0.940 1.080
25.806
5.195
2.252 1.778 2.116
3.893
4.115 2.645
1.3960 80 0.989
0.174 0.172 59.934
0.985 0.974
27.859
5.244
2.431 0.912 2.394
3.306
4.271 2.603
1.5705 90 0.932
0.000 0.000 60.106
1.000 0.932
29.765
5.259
2.597 0.002 2.597
2.599
4.328 2.597
0.72 0.69
Volume =
6465.481437 m3
Sarat =
4.9514
j MBjcos
jMBj cosj
INT ( y ) sin j
MBj sinj INT y j
zj- zc
yj .cosj
(zj- zc)sinj Lc ym
Zm - Zc
Anno Fikri Ardito 11221090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
rad 1 2 3 4 5 6 7 8 9 10 11 12 13 14 150.0000 0 5.174
1.000 5.174 0.000
0.000 0.000
0.000
0.000
0.000 0.000 0.000
0.000
0.000 5.174
0.1745 10 5.587
0.985 5.502 10.676
0.174 0.970
0.970
0.934
0.085 0.920 0.015
0.935
-0.03
6 5.587
0.3490 20 6.306
0.940 5.925 22.103
0.342 2.156
4.096
1.934
0.357 1.644 0.122
1.766
-0.22
2 6.2830.5235 30 3.733
0.866 3.233 31.262
0.500 1.866
8.119
2.735
0.708 1.723 0.354
2.077
0.869 3.941
0.6980 40 2.073
0.766 1.588 36.083
0.643 1.332
11.317
3.157
0.987 1.989 0.635
2.624
1.825 2.575
0.8725 50 1.289
0.643 0.828 38.499
0.766 0.987
13.636
3.369
1.190 2.166 0.911
3.077
2.382 2.018
1.0470 60 0.925
0.500 0.463 39.790
0.866 0.801
15.424
3.482
1.346 1.741 1.165
2.907
2.680 1.809
1.2215 70 0.741
0.342 0.254 40.507
0.940 0.697
16.922
3.544
1.476 1.213 1.387
2.600
2.848 1.730
1.3960 80 0.658
0.174 0.115 40.875
0.985 0.648
18.267
3.577
1.594 0.622 1.570
2.192
2.928 1.708
1.5705 90 0.646
0.000 0.000 40.990
1.000 0.646
19.561
3.587
1.707 0.001 1.707
1.708
2.941 1.707
0.630.85
Volume =
8936.273991 m3
Sarat = 6.61
j MBjcos
jMBj cosj
INT ( y ) sin j
MBj sinj INT y j
zj- zc
yj .cosj
(zj- zc)sinj Lc ym
Zm - Zc
Anno Fikri Ardito 11321090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
rad 1 2 3 4 5 6 7 8 9 10 11 12 13 14 150.0000 0 4.289
1.000 4.289 0.000
0.000 0.000
0.000
0.000
0.000 0.000 0.000
0.000
0.000 4.289
0.1745 10 4.019
0.985 3.958 8.247
0.174 0.698
0.698
0.722
0.061 0.711 0.011
0.721
0.024 4.019
0.3490 20 1.980
0.940 1.861 14.066
0.342 0.677
2.073
1.231
0.181 0.775 0.062
0.837
0.554 2.042
0.5235 30 1.305
0.866 1.131 17.058
0.500 0.653
3.403
1.493
0.297 0.896 0.148
1.044
0.840 1.427
0.6980 40 1.015
0.766 0.777 18.966
0.643 0.652
4.707
1.660
0.411 0.996 0.264
1.260
1.007 1.188
0.8725 50 0.761
0.643 0.489 20.233
0.766 0.583
5.942
1.770
0.518 1.138 0.397
1.535
1.187 1.008
1.0470 60 0.568
0.500 0.284 21.006
0.866 0.492
7.017
1.838
0.612 0.919 0.530
1.449
1.346 0.896
1.2215 70 0.465
0.342 0.159 21.449
0.940 0.437
7.945
1.877
0.693 0.642 0.651
1.294
1.440 0.852
1.3960 80 0.401
0.174 0.070 21.678
0.985 0.395
8.777
1.897
0.766 0.330 0.754
1.084
1.501 0.836
1.5705 90 0.378
0.000 0.000 21.748
1.000 0.378
9.551
1.903
0.833 0.001 0.833
0.834
1.525 0.833
Anno Fikri Ardito 11421090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
LC Diagram
jVolume Displacement
1939.06 4148.44 6465.48 8936.27
0 0.000 0.000 0.000 0.000
10 2.493 1.342 0.935 0.721
20 4.263 2.706 1.766 0.837
30 5.223 3.295 2.077 1.044
40 5.763 4.116 2.624 1.260
Anno Fikri Ardito 11521090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
50 6.050 4.545 3.077 1.535
60 5.954 4.323 2.907 1.449
70 5.438 3.893 2.600 1.294
80 4.686 3.306 2.192 1.084
90 3.760 2.599 1.708 0.834
PANTO CARANE
Anno Fikri Ardito 11621090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
0.00 2000.00 4000.00 6000.00 8000.00 10000.00
0.000
1.000
2.000
3.000
4.000
5.000
6.000
7.000
DIAGRAM PANTO CARENE0
10
20
30
40
50
60
70
80
90DISPLACEMENT (m3)
LE
NG
AN
KO
PE
L (
m)
BAB VPERHITUNGAN TANKI
Anno Fikri Ardito 11721090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
DAN RUANG MUAT
Pada perhitungan tanki, pengkondisian tanki hampir sama dengan pengkondisian kapal pada perhitungan Ya dan Yb, yaitu dibagi
menjadi kondisi 0, 1/3, 2/3, dan full. Sedangkan posisi tangki dan ruang muat pada kapal dapat dilihat pada gambar.
Gambar 5.1 Tanki dan Ruang Muat
LUBRICATION OIL TANKNo Faktor Faktor 0 mWL 0.2167 mWL 0.4333 mWL
Anno Fikri Ardito 11821090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 4.81 4.81 5.40 5.40 21.60 5.91 5.91 32.322 32.322 0.000 34.935 206.488B 1 4 4.86 19.46 5.45 21.79 21.79 5.96 23.83 32.608 130.434 130.434 141.910 845.259C 2 2 4.91 9.83 5.49 10.99 21.98 6.00 12.00 32.892 65.783 131.566 72.034 432.302D 3 4 4.96 19.85 5.54 22.16 22.16 6.05 24.18 33.171 132.682 398.046 146.207 883.937E 4 1 5.01 5.01 5.59 5.59 22.35 6.09 6.09 33.446 33.446 133.786 37.083 225.822
ys 58.955 65.925 72.011 164.438 394.667 793.831 432.17 2593.808
s' 1 4 1( ys )s' 58.955 263.700 72.011 394.667
n' 0 1 2( ys )s'n' 0.000 263.700 144.023 407.723
Jarak ordinat horisontal = 0.163 mTinggi sarat (d) = 0.000 mJarak ordinat vertikal ( = 0.217 m
Berat jenis muatan ( = 0.900 ton/m3
Jarak sekat ke midship (e) = -23.480 mPERHITUNGAN TANGKI MINYAK LUMAS
V = 2/9 x x x (ys')s = 3.088 m3
W = V x = 2.780 tonOG = (ys')sn / (ys')s x +e = -23.807 mKG = (ys)s'n' / (ys)s' x + d = 0.224 m
Ixx = 2 x 1/3 x 1/3 x x (y3s) = 93.665 m4
A = 2/3 x x (ys) = 7.801 m2
Sx = 2 x 1/2 x 1/3 x x (y2s) = 23.409 m3
Jarak titik berat Y = Sx /A = 3.001 mMomen Inersia Permukaan Cairan pada Tangki :
Ix'x' = Ixx - ( A x Y2 ) = 23.422 m4
Ixx kiri dan kanan = 2 x Ix'x' = 46.843 m4
0 mWL ~ 0,4333 mWL
Garis air Berat Vertikal Horizontal
Anno Fikri Ardito 11921090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
KG Momen OG Momen
0 mWL ~ 0,4333 mWL 2.780 0.224 0.622 -23.807 -66.172
Total 2.780 0.622 -66.172
KG = 0.224 mOG = -23.807 m
Ixx = 46.843 m4
LUBRICATION OIL TANKNo Faktor Faktor 0.4333 mWL 0,65 mWL 0.8667 mWL
Anno Fikri Ardito 12021090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 5.91 5.91 6.35 6.35 25.41 6.73 6.73 38.045 38.045 0.000 45.258 304.468B 1 4 5.96 23.83 6.40 25.59 25.59 6.78 27.11 38.325 153.300 153.300 183.695 1244.844C 2 2 6.00 12.00 6.44 12.89 25.77 6.83 13.65 38.602 77.204 154.407 93.178 635.993D 3 4 6.05 24.18 6.49 25.96 25.96 6.87 27.50 38.875 155.500 466.501 189.013 1299.294E 4 1 6.09 6.09 6.53 6.53 26.13 6.92 6.92 39.146 39.146 156.583 47.915 331.676
ys 72.011 77.320 81.904 192.992 463.195 930.791 559.059 3816.275
s' 1 4 1( ys )s' 72.011 309.279 81.904 463.195
n' 0 1 2( ys )s'n' 0.000 309.279 163.808 473.087
Jarak ordinat horisontal = 0.163 mTinggi sarat (d) = 0.433 mJarak ordinat vertikal ( = 0.217 m
Berat jenis muatan ( = 0.900 ton/m3
Jarak sekat ke midship (e) = -23.480 mPERHITUNGAN TANGKI MINYAK LUMAS
V = 2/9 x x x (ys')s = 3.625 m3
W = V x = 3.262 tonOG = (ys')sn / (ys')s x +e = -23.807 mKG = (ys)s'n' / (ys)s' x + d = 0.655 m
Ixx = 2 x 1/3 x 1/3 x x (y3s) = 137.810 m4
A = 2/3 x x (ys) = 8.873 m2
Sx = 2 x 1/2 x 1/3 x x (y2s) = 30.282 m3
Jarak titik berat Y = Sx /A = 3.413 mMomen Inersia Permukaan Cairan pada Tangki :
Ix'x' = Ixx - ( A x Y2 ) = 34.459 m4
Ixx kiri dan kanan = 2 x Ix'x' = 68.919 m4
0 mWL ~ 0.8667 mWL
Anno Fikri Ardito 12121090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Garis air Berat Vertikal Horizontal
KG Momen OG Momen
0 mWL ~ 0,4333 mWL 2.780 0.224 0.622 -23.807 -66.172
0,4333 mWL ~ 0.8667 mWL 3.262 0.655 2.136 -23.807 -77.661
Total 6.042 2.758 -143.833
KG = 0.456 mOG = -23.807 m
Ixx = 68.919 m4
Anno Fikri Ardito 12221090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
LUBRICATION OIL TANK
Anno Fikri Ardito 12321090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
No Faktor Faktor 0.8667 mWL 1,0833 mWL 1,30 mWL Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 6.73 6.73 6.99 6.99 27.94 7.17 7.17 41.836 41.836 0.000 51.337 367.831B 1 4 6.78 27.11 7.03 28.14 28.14 7.21 28.84 42.122 168.488 168.488 207.936 1499.221C 2 2 6.83 13.65 7.08 14.16 28.33 7.25 14.51 42.407 84.813 169.626 105.267 763.703D 3 4 6.87 27.50 7.13 28.52 28.52 7.30 29.20 42.690 170.760 512.279 213.148 1555.940E 4 1 6.92 6.92 7.18 7.18 28.71 7.34 7.34 42.972 42.972 171.887 53.942 396.175
ys 81.904 84.976 87.059 212.026 508.868 1022.280 631.631 4582.870
s' 1 4 1( ys )s' 81.904 339.905 87.059 508.868
n' 0 1 2( ys )s'n' 0.000 339.905 174.117 514.022
Tinggi sarat (d) = 0.867 mJarak ordinat vertikal ( = 0.217 m
Berat jenis muatan ( = 0.900 ton/m3
Jarak sekat ke midship (e) = -23.480 mPERHITUNGAN TANGKI MINYAK LUMAS
V = 2/9 x x x (ys')s = 3.982 m3
W = V x = 3.584 tonOG = (ys')sn / (ys')s x +e = -23.806 mKG = (ys)s'n' / (ys)s' x + d = 1.086 m
Ixx = 2 x 1/3 x 1/3 x x (y3s) = 165.493 m4
A = 2/3 x x (ys) = 9.431 m2
Sx = 2 x 1/2 x 1/3 x x (y2s) = 34.213 m3
Jarak titik berat Y = Sx /A = 3.628 mMomen Inersia Permukaan Cairan pada Tangki :
Ix'x' = Ixx - ( A x Y2 ) = 41.379 m4
Ixx kiri dan kanan = 2 x Ix'x' = 82.759 m4
Anno Fikri Ardito 12421090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
0 mWL ~ 1,30 mWL
Garis air Berat Vertikal Horizontal
KG Momen OG Momen
0,00 mWL ~ 1,00 mWL 6.042 0.456 2.758 -23.807 -143.833
1,00 mWL ~ 1,50 mWL 3.584 1.086 3.891 -23.806 -85.318
Total 9.626 6.648 -229.151
KG = 0.691 mOG = -23.807 m
Ixx = 82.759 m4
Anno Fikri Ardito 12521090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
1 2 3
BERAT (ton)
2.779537492875 6.04170055775 9.62552784765
KG (m) 0.223868838018935 0.45645350529981 0.690698811870916
OG (m) -23.8068520890423 -23.8066859549507 -23.8065985470707
Ixx (m4) 46.8430613464646 68.9189815027007 82.7589330090066
-30.000
-10.000
10.000
30.000
50.000
70.000
90.000
LUBRICANT OIL TANK
BERAT (ton)KG (m)OG (m)Ixx (m4)
BERAT (ton) KG (m) OG (m) Ixx (m4)
2.780 0.224 -23.807 46.8436.042 0.456 -23.807 68.919
9.626 0.691 -23.807 82.759
AFTER PEAK TANK
Anno Fikri Ardito 12621090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
No Faktor Faktor 5.85 mWL 6.225 mWL 6.6 mWL Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys' y = ys' ysA 0 1 0.00 0.00 1.63 1.63 6.52 2.56 2.56 9.078 9.078 0.000 6.554 16.779B 1 4 0.00 0.00 2.96 11.85 11.85 3.95 15.82 15.805 63.218 63.218 62.555 247.382C 2 2 0.00 0.00 4.24 8.47 16.95 5.23 10.45 22.175 44.350 88.700 54.643 285.619D 3 4 0.00 0.00 5.42 21.66 21.66 6.31 25.25 27.977 111.906 335.719 159.40 1006.20E 4 1 0.00 0.00 6.45 6.45 25.79 7.18 7.18 32.977 32.977 131.908 51.620 370.874
ys 0.000 1.186 50.066 4.744 61.268 108.011 261.530 619.546 334.77 1926.855
s' 1 4 1( ys )s' 0.000 200.262 61.268 261.530
n' 0 1 2( ys )s'n' 0.000 200.262 122.535 322.798
Jarak ordinat horisontal = 1.359 mTinggi sarat (d) = 5.850 mJarak ordinat vertikal ( = 0.375 m
Berat jenis muatan ( = 1.025 ton/m3
Jarak sekat ke midship (e) = -51.748 mPERHITUNGAN AFTER PEAK TANK
V = 2/9 x x x (ys')s = 29.620 m3
W = V x = 30.361 tonOG = (ys')sn / (ys')s x +e = -54.967 mKG = (ys)s'n' / (ys)s' x + d = 6.313 m
Ixx = 2 x 1/3 x 1/3 x x (y3s) = 581.953 m4
A = 2/3 x x (ys) = 55.513 m2
Sx = 2 x 1/2 x 1/3 x x (y2s) = 151.661 m3
Jarak titik berat Y = Sx /A = 2.732 mMomen Inersia Permukaan Cairan pada Tangki :
Ix'x' = Ixx - ( A x Y2 ) = 167.612 m4
Ixx kiri dan kanan = 2 x Ix'x' = 335.224 m4
5.85 mWL ~ 6.6 mWL
Anno Fikri Ardito 12721090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Garis air Berat Vertikal Horizontal
KG Momen OG Momen
5.85 mWL ~ 6.6 mWL 30.361 6.313 191.664 -54.967 -1668.854
Total 30.361 191.664 -1668.854
KG = 6.313 mOG = -54.967 m
Ixx = 335.224 m4
Anno Fikri Ardito 12821090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
AFTER PEAK TANKNo Faktor Faktor 6.6 mWL 6.975 mWL 7.35 mWL Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 2.56 2.56 3.91 3.91 15.66 4.97 4.97 23.189 23.189 0.000 24.696 122.726B 1 4 3.95 15.82 5.05 20.22 20.22 5.87 23.47 30.038 120.153 120.153 137.682 807.767C 2 2 5.23 10.45 6.09 12.18 24.36 6.69 13.37 36.272 72.543 145.086 89.421 597.924D 3 4 6.31 25.25 6.96 27.84 27.84 7.38 29.51 41.532 166.128 498.384 217.77 1606.87E 4 1 7.18 7.18 7.64 7.64 30.58 7.92 7.92 45.685 45.685 182.739 62.76 497.19
ys 61.268 71.796 79.247 176.716 427.698 946.363 532.33 3632.48
s' 1 4 1( ys )s' 61.268 287.184 79.247 427.698
n' 0 1 2( ys )s'n' 0.000 287.184 158.494 445.678
Jarak ordinat horisontal = 1.359 mTinggi sarat (d) = 6.600 mJarak ordinat vertikal ( = 0.375 m
Berat jenis muatan ( = 1.025 ton/m3
Jarak sekat ke midship (e) = -51.748 mPERHITUNGAN AFTER PEAK TANK
V = 2/9 x x x (ys')s = 48.440 m3
W = V x = 49.651 tonOG = (ys')sn / (ys')s x +e = -54.755 mKG = (ys)s'n' / (ys)s' x + d = 6.991 m
Ixx = 2 x 1/3 x 1/3 x x (y3s) = 1097.090 m4
A = 2/3 x x (ys) = 71.803 m2
Sx = 2 x 1/2 x 1/3 x x (y2s) = 241.165 m3
Jarak titik berat Y = Sx /A = 3.359 mMomen Inersia Permukaan Cairan pada Tangki :
Ix'x' = Ixx - ( A x Y2 ) = 287.087 m4
Anno Fikri Ardito 12921090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Ixx kiri dan kanan = 2 x Ix'x' = 574.173 m4
6.6 mWL ~ 7.35 mWL
Garis air Berat Vertikal Horizontal
KG Momen OG Momen
5.85 mWL ~ 6.6 mWL 30.361 6.313 191.664 -54.967 -1668.854
6.6 mWL ~ 7.35 mWL 49.651 6.991 347.101 -54.755 -2718.652
Total 80.012 538.766 -4387.506
KG = 6.734 mOG = -54.835 m
Ixx = 574.173 m4
Anno Fikri Ardito 13021090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
AFTER PEAK TANKNo Faktor Faktor 7.35 mWL 7.725 mWL 8.1 mWL Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 4.97 4.97 5.50 5.50 21.99 5.77 5.77 32.729 32.729 0.000 33.336 192.470B 1 4 5.87 23.47 6.30 25.21 25.21 6.54 26.18 37.618 150.470 150.470 171.33 1121.27C 2 2 6.69 13.37 7.03 14.06 28.12 7.23 14.47 42.043 84.087 168.173 104.68 757.34D 3 4 7.38 29.51 7.63 30.53 30.53 7.79 31.16 45.702 182.806 548.419 242.75 1891.06E 4 1 7.92 7.92 8.09 8.09 32.37 8.20 8.20 48.487 48.487 193.949 67.19 550.70
ys 79.247 83.388 85.779 206.578 498.579 1061.011 619.28 4512.84
s' 1 4 1( ys )s' 79.247 333.553 85.779 498.579
n' 0 1 2( ys )s'n' 0.000 333.553 171.558 505.111
Tinggi sarat (d) = 7.350 mJarak ordinat vertikal ( = 0.375 m
Berat jenis muatan ( = 1.025 ton/m3
Jarak sekat ke midship (e) = -51.748 mPERHITUNGAN AFTER PEAK TANK
V = 2/9 x x x (ys')s = 56.468 m3
W = V x = 57.880 tonOG = (ys')sn / (ys')s x +e = -54.640 mKG = (ys)s'n' / (ys)s' x + d = 7.730 m
Ixx = 2 x 1/3 x 1/3 x x (y3s) = 1362.979 m4
A = 2/3 x x (ys) = 77.721 m2
Sx = 2 x 1/2 x 1/3 x x (y2s) = 280.554 m3
Jarak titik berat Y = Sx /A = 3.610 mMomen Inersia Permukaan Cairan pada Tangki :
Ix'x' = Ixx - ( A x Y2 ) = 350.252 m4
Anno Fikri Ardito 13121090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Ixx kiri dan kanan = 2 x Ix'x' = 700.504 m4
7.35 mWL ~8.1 mWL
Garis air Berat Vertikal HorizontalKG Momen OG Momen
6.6 mWL ~ 7.35 mWL 80.012 6.734 538.766 -54.835 -4387.5067.35 mWL ~8.1 mWL 57.880 7.730 447.407 -54.640 -3162.546
Total 137.892 986.172 -7550.052
KG = 7.152 mOG = -54.753 m
Ixx = 700.504 m4
Anno Fikri Ardito 13221090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
1 2 3
BERAT (ton)
30.3609632145833 80.01238136675 137.892313606125
KG (m) 6.31284976866899 6.73352714426741 7.15175750715141
OG (m) -54.9671113967805
-54.8353394594303
-54.7532456890738
Ixx (m4) 335.224427790043 574.173479283755 700.504473676742
-50.00050.000
150.000250.000350.000450.000550.000650.000750.000
AFTER PEAK TANK
BERAT (ton)KG (m)OG (m)Ixx (m4)
BERAT (ton) KG (m) OG (m) Ixx (m4)
30.361 6.313 -54.967 335.22480.012 6.734 -54.835 574.173
137.892 7.152 -54.753 700.504
FORE PEAK TANK
Anno Fikri Ardito 13321090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
No Faktor Faktor 2.30 mWL 3.2667 mWL 4.2333 mWL Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys' y = ys' ysA 0 1 3.49 3.49 3.58 3.58 14.32 3.67 3.67 21.476 21.476 0.000 13.445 49.302B 1 4 2.45 9.81 2.53 10.13 10.13 2.60 10.41 15.185 60.742 60.742 27.098 70.531C 2 2 1.52 3.05 1.58 3.16 6.32 1.63 3.26 9.475 18.950 37.901 5.308 8.647D 3 4 0.68 2.74 0.71 2.85 2.85 0.74 2.94 4.271 17.085 51.254 2.165 1.593E 4 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.000 0.000
ys 19.076 19.725 20.279 50.408 118.253 149.897 48.017 130.073
s' 1 4 1( ys )s' 19.076 78.898 20.279 118.253
n' 0 1 2( ys )s'n' 0.000 78.898 40.558 119.456
Jarak ordinat horisontal = 1.818 mTinggi sarat (d) = 2.300 mJarak ordinat vertikal ( = 0.967 m
Berat jenis muatan ( = 1.025 ton/m3
Jarak sekat ke midship (e) = 46.130 mPERHITUNGAN FORE PEAK TANK
V = 2/9 x x x (ys')s = 46.173 m3
W = V x = 47.327 tonOG = (ys')sn / (ys')s x +e = 48.434 mKG = (ys)s'n' / (ys)s' x + d = 3.277 m
Ixx = 2 x 1/3 x 1/3 x x (y3s) = 52.538 m4
A = 2/3 x x (ys) = 24.573 m2
Sx = 2 x 1/2 x 1/3 x x (y2s) = 29.092 m3
Jarak titik berat Y = Sx /A = 1.184 mMomen Inersia Permukaan Cairan pada Tangki :
Ix'x' = Ixx - ( A x Y2 ) = 18.096 m4
Ixx kiri dan kanan = 2 x Ix'x' = 36.193 m4
2.3 mWL ~ 4.2333 mWL
Anno Fikri Ardito 13421090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Garis air Berat Vertikal Horizontal
KG Momen OG Momen
2.3 mWL ~ 4.2333 mWL 47.327 3.277 155.070 48.434 2292.269
Total 47.327 155.070 2292.269
KG = 3.277 mOG = 48.434 m
Ixx = 36.193 m4
Anno Fikri Ardito 13521090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
FORE PEAK TANKNo Faktor Faktor 4.2333 mWL 5.20 mWL 6.1667 mWL Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys' y = ys' ysA 0 1 3.67 3.67 3.75 3.75 15.01 3.84 3.84 22.507 22.507 0.000 14.708 56.407B 1 4 2.60 10.41 2.66 10.65 10.65 2.73 10.94 15.990 63.962 63.962 29.899 81.744C 2 2 1.63 3.26 1.67 3.33 6.67 1.72 3.43 10.014 20.029 40.057 5.895 10.120D 3 4 0.74 2.94 0.75 3.01 3.01 0.78 3.11 4.524 18.096 54.288 2.413 1.874E 4 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.000 0.000
ys 20.279 20.751 21.312 53.036 124.593 158.307 52.915 150.145
s' 1 4 1( ys )s' 20.279 83.003 21.312 124.593
n' 0 1 2( ys )s'n' 0.000 83.003 42.623 125.626
Jarak ordinat horisontal = 1.818 mTinggi sarat (d) = 4.233 mJarak ordinat vertikal ( = 0.967 m
Berat jenis muatan ( = 1.025 ton/m3
Jarak sekat ke midship (e) = 46.130 mPERHITUNGAN FORE PEAK TANK
V = 2/9 x x x (ys')s = 48.649 m3
W = V x = 49.865 tonOG = (ys')sn / (ys')s x +e = 48.440 mKG = (ys)s'n' / (ys)s' x + d = 5.208 m
Ixx = 2 x 1/3 x 1/3 x x (y3s) = 60.645 m4
A = 2/3 x x (ys) = 25.824 m2
Sx = 2 x 1/2 x 1/3 x x (y2s) = 32.059 m3
Jarak titik berat Y = Sx /A = 1.241 mMomen Inersia Permukaan Cairan pada Tangki :
Ix'x' = Ixx - ( A x Y2 ) = 20.845 m4
Ixx kiri dan kanan = 2 x Ix'x' = 41.689 m4
4.2333 mWL ~ 6.1667 mWL
Anno Fikri Ardito 13621090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Garis air Berat Vertikal Horizontal
KG Momen OG Momen
2.3 mWL ~ 4.2333 mWL 47.327 3.277 155.070 48.434 2292.269
4.2333 mWL ~ 6.1667 mWL 49.865 5.208 259.698 48.440 2415.443
Total 97.193 414.768 4707.712
KG = 4.267 mOG = 48.437 m
Ixx = 41.689 m4
Anno Fikri Ardito 13721090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
FORE PEAK TANKNo Faktor Faktor 6.1667 mWL 7.1333 mWL 8.10 mWL Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys' y = ys' ysA 0 1 3.84 3.84 3.92 3.92 15.68 4.01 4.01 23.526 23.526 0.000 16.107 64.641B 1 4 2.73 10.94 2.82 11.28 11.28 2.92 11.70 16.938 67.750 67.750 34.197 99.988C 2 2 1.72 3.43 1.80 3.61 7.22 1.93 3.86 10.865 21.729 43.458 7.436 14.338D 3 4 0.78 3.11 0.87 3.47 3.47 1.02 4.06 5.262 21.049 63.148 4.129 4.195E 4 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0.000 0.000 0.000 0.000
ys 21.312 22.279 23.629 56.591 134.055 174.356 61.868 183.161
s' 1 4 1( ys )s' 21.312 89.114 23.629 134.055
n' 0 1 2( ys )s'n' 0.000 89.114 47.259 136.373
Tinggi sarat (d) = 6.167 mJarak ordinat vertikal ( = 0.967 m
Berat jenis muatan ( = 1.025 ton/m3
Jarak sekat ke midship (e) = 46.130 mPERHITUNGAN FORE PEAK TANK
V = 2/9 x x x (ys')s = 52.343 m3
W = V x = 53.652 tonOG = (ys')sn / (ys')s x +e = 48.494 mKG = (ys)s'n' / (ys)s' x + d = 7.150 m
Ixx = 2 x 1/3 x 1/3 x x (y3s) = 73.981 m4
A = 2/3 x x (ys) = 28.632 m2
Sx = 2 x 1/2 x 1/3 x x (y2s) = 37.484 m3
Jarak titik berat Y = Sx /A = 1.309 mMomen Inersia Permukaan Cairan pada Tangki :
Ix'x' = Ixx - ( A x Y2 ) = 24.909 m4
Ixx kiri dan kanan = 2 x Ix'x' = 49.818 m4
Anno Fikri Ardito 13821090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
6.1667 mWL ~ 8.1 mWL
Garis air Berat Vertikal HorizontalKG Momen OG Momen
4.2333 mWL ~ 6.1667 mWL 97.193 4.267 414.768 48.437 4707.7126.1667 mWL ~ 8.1 mWL 53.652 7.150 383.616 48.494 2601.799
Total 150.844 798.384 7309.511
KG = 5.293 mOG = 48.457 m
Ixx = 49.818 m4
1 2 3
BERAT (ton)
47.3274986262898 97.192527290213 150.844260124454
KG (m) 3.27653433908653 4.2674864428653 5.29276890019689
OG (m) 48.4341789576586 48.4369712514459 48.4573365590602
Ixx (m4) 36.1925379386479 41.6894394368861 49.8182384092481
10.00030.00050.00070.00090.000
110.000130.000150.000
FORE PEAK TANK
BERAT (ton)KG (m)OG (m)Ixx (m4)
Anno Fikri Ardito 13921090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
BERAT (ton) KG (m) OG (m) Ixx (m4)
47.327 3.277 48.434 36.19397.193 4.267 48.437 41.689
150.844 5.293 48.457 49.818
DIESEL OIL TANKNo Faktor Faktor 0 mWL 0,2167 mWL 0,4333 mWL Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 4.400 4.40 4.988 4.99 19.95 5.513 5.51 29.866 29.866 0.000 30.390 167.530B 1 4 4.453 17.81 5.043 20.17 20.17 5.566 22.27 30.190 120.761 120.761 123.939 689.895C 2 2 4.506 9.01 5.096 10.19 20.38 5.619 11.24 30.510 61.020 122.039 63.153 354.876D 3 4 4.558 18.23 5.149 20.60 20.60 5.671 22.69 30.825 123.301 369.904 128.655 729.639E 4 1 4.610 4.61 5.201 5.20 20.80 5.723 5.72 31.136 31.136 124.545 32.748 187.405
ys 54.070 61.147 67.425 152.527 366.084 737.249 378.885 2129.345
s' 1 4 1( ys )s' 54.070 244.589 67.425 366.08
n' 0 1 2( ys )s'n' 0.000 244.589 134.849 379.44
Jarak ordinat horisontal = 0.163 mTinggi sarat (d) = 0.000 mJarak ordinat vertikal ( = 0.217 m
Berat jenis muatan ( = 0.900 ton/m3
Anno Fikri Ardito 14021090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Jarak sekat ke midship (e) = -24.780 mPERHITUNGAN TANGKI MINYAK DIESEL
V = 2/9 x x x (ys')s = 2.877 m3
W = V x = 2.590 tonOG = (ys')sn / (ys')s x +e = -25.108 mKG = (ys)s'n' / (ys)s' x + d = 0.225 m
Ixx = 2 x 1/3 x 1/3 x x (y3s) = 77.130 m4
A = 2/3 x x (ys) = 7.327 m2
Sx = 2 x 1/2 x 1/3 x x (y2s) = 20.586 m3
Jarak titik berat Y = Sx /A = 2.810 mMomen Inersia Permukaan Cairan pada Tangki :
Ix'x' = Ixx - ( A x Y2 ) = 19.289 m4
Ixx kiri dan kanan = 2 x Ix'x' = 38.578 m4
DIESEL OIL TANKNo Faktor Faktor 0,4333 mWL 0,65 mWL 0.8667 mWL Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 5.51 5.51 5.957 5.96 23.83 6.322 6.32 35.663 35.663 0.000 39.965 252.652B 1 4 5.57 22.27 6.009 24.04 24.04 6.373 25.49 35.977 143.908 143.908 162.481 1035.556C 2 2 5.62 11.24 6.061 12.12 24.24 6.425 12.85 36.289 72.577 145.154 82.559 530.431D 3 4 5.67 22.69 6.112 24.45 24.45 6.476 25.90 36.597 146.386 439.159 167.759 1086.427E 4 1 5.72 5.72 6.163 6.16 24.65 6.527 6.53 36.901 36.901 147.605 42.602 278.061
ys 67.425 72.729 77.097 181.426 435.435 875.826 495.366 3183.127
s' 1 4 1( ys )s' 67.425 290.914 77.097 435.44
n' 0 1 2( ys )s'n' 0.000 290.914 154.193 445.11
Jarak ordinat horisontal = 0.163 mTinggi sarat (d) = 0.433 mJarak ordinat vertikal ( = 0.217 m
Anno Fikri Ardito 14121090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Berat jenis muatan ( = 0.900 ton/m3
Jarak sekat ke midship (e) = -24.780 mPERHITUNGAN TANGKI MINYAK DIESEL
V = 2/9 x x x (ys')s = 3.423 m3
W = V x = 3.080 tonOG = (ys')sn / (ys')s x +e = -25.108 mKG = (ys)s'n' / (ys)s' x + d = 0.655 m
Ixx = 2 x 1/3 x 1/3 x x (y3s) = 115.300 m4
A = 2/3 x x (ys) = 8.378 m2
Sx = 2 x 1/2 x 1/3 x x (y2s) = 26.915 m3
Jarak titik berat Y = Sx /A = 3.213 mMomen Inersia Permukaan Cairan pada Tangki :
Ix'x' = Ixx - ( A x Y2 ) = 28.832 m4
Ixx kiri dan kanan = 2 x Ix'x' = 57.665 m4
Anno Fikri Ardito 14221090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Anno Fikri Ardito 14321090112140091
DIESEL OIL TANKNo Faktor Faktor 0.8667 mWL 1,0833 mWL 1,30 mWL Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 6.32 6.32 6.600 6.60 26.40 6.809 6.81 39.532 39.532 0.000 46.364 315.696B 1 4 6.37 25.49 6.648 26.59 26.59 6.853 27.41 39.819 159.276 159.276 187.838 1287.197C 2 2 6.42 12.85 6.696 13.39 26.78 6.897 13.79 40.106 80.212 160.423 95.123 656.019D 3 4 6.48 25.90 6.744 26.98 26.98 6.941 27.76 40.393 161.572 484.717 192.688 1337.368E 4 1 6.53 6.53 6.792 6.79 27.17 6.985 6.98 40.680 40.680 162.721 48.787 340.770
ys 77.097 80.354 82.760 200.530 481.272 967.137 570.800 3937.051
s' 1 4 1( ys )s' 77.097 321.415 82.760 481.27
n' 0 1 2( ys )s'n' 0.000 321.415 165.520 486.94
Jarak ordinat horisontal = 0.163 m
Tinggi sarat (d) = 0.867 mJarak ordinat vertikal ( = 0.217 m
Berat jenis muatan ( = 0.900 ton/m3
Jarak sekat ke midship (e) = -24.780 mPERHITUNGAN TANGKI MINYAK DIESEL
V = 2/9 x x x (ys')s = 3.783 m3
W = V x = 3.405 tonOG = (ys')sn / (ys')s x +e = -25.108 mKG = (ys)s'n' / (ys)s' x + d = 1.086 m
Ixx = 2 x 1/3 x 1/3 x x (y3s) = 142.609 m4
A = 2/3 x x (ys) = 8.993 m2
Sx = 2 x 1/2 x 1/3 x x (y2s) = 31.013 m3
Jarak titik berat Y = Sx /A = 3.449 mMomen Inersia Permukaan Cairan pada Tangki :
Ix'x' = Ixx - ( A x Y2 ) = 35.658 m4
Ixx kiri dan kanan = 2 x Ix'x' = 71.316 m4
Tugas Merancang Kapal 2014Stabilitas Kapal
1 2 3
BERAT (ton)
2.5897478957 5.67010429496 9.07471796994
KG (m) 0.224916381645171 0.458629983588657 0.694099116574512
OG (m) -25.1082626897962 -25.1080412856193 -25.1078590622773
Ixx (m4) 38.5782405125716 57.664686606307 71.315941096006
-30.000
-10.000
10.000
30.000
50.000
70.000
DIESEL OIL TANK
BERAT (ton)
KG (m)
OG (m)
Ixx (m4)
BERAT (ton) KG (m) OG (m) Ixx (m4)
2.590 0.225 -25.108 38.5785.670 0.459 -25.108 57.665
9.075 0.694 -25.108 71.316
FUEL OIL TANK
Anno Fikri Ardito 14421090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
No Faktor Faktor 0 mWL 0,2167 mWL 0,4333 mWL Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys' y = ys' ysA 0 1 2.825 2.83 3.339 3.34 13.36 3.860 3.86 20.041 20.041 0.000 14.897 57.499B 1 4 3.162 12.65 3.690 14.76 14.76 4.217 16.87 22.139 88.556 88.556 71.142 300.029C 2 2 3.505 7.01 4.051 8.10 16.20 4.581 9.16 24.291 48.582 97.163 41.975 192.295D 3 4 3.847 15.39 4.413 17.65 17.65 4.942 19.77 26.440 105.758 317.275 97.697 482.830E 4 1 4.183 4.18 4.764 4.76 19.06 5.291 5.29 28.531 28.531 114.123 27.996 148.128
ys 42.055 48.616 54.951 121.44 291.468 617.118 253.7081180.78
2
s' 1 4 1( ys )s' 42.055 194.462 54.951 291.47
n' 0 1 2( ys )s'n' 0.000 194.462 109.90 304.36
Jarak ordinat horisontal = 0.975 mTinggi sarat (d) = 0.000 mJarak ordinat vertikal ( = 0.217 m
Berat jenis muatan ( = 0.980 ton/m3
Jarak sekat ke midship (e) = -27.705 mPERHITUNGAN TANGKI MINYAK B. BAKAR
V = 2/9 x x x (ys')s = 13.685 m3
W = V x = 13.411 tonOG = (ys')sn / (ys')s x +e = -29.769 mKG = (ys)s'n' / (ys)s' x + d = 0.226 m
Ixx = 2 x 1/3 x 1/3 x x (y3s) = 255.84 m4
A = 2/3 x x (ys) = 35.718 m2
Sx = 2 x 1/2 x 1/3 x x (y2s) = 82.455 m3
Jarak titik berat Y = Sx /A = 2.308 mMomen Inersia Permukaan Cairan pada Tangki :
Ix'x' = Ixx - ( A x Y2 ) = 65.49 m4
Anno Fikri Ardito 14521090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
FUEL OIL TANK
Anno Fikri Ardito 14621090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
No Faktor Faktor 0,4333 mWL 0,65 mWL 0.8667 mWL Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 3.86 3.86 4.358 4.36 17.43 4.794 4.79 26.085 26.085 0.000 22.982 110.178B 1 4 4.22 16.87 4.711 18.84 18.84 5.133 20.53 28.194 112.774 112.774 105.374 540.844C 2 2 4.58 9.16 5.063 10.13 20.25 5.466 10.93 30.298 60.596 121.191 59.750 326.581D 3 4 4.94 19.77 5.408 21.63 21.63 5.793 23.17 32.368 129.472 388.417 134.226 777.545E 4 1 5.29 5.29 5.743 5.74 22.97 6.113 6.11 34.375 34.375 137.499 37.366 228.413
ys 54.951 60.703 65.540 151.32 363.302 759.881 359.699 1983.561
s' 1 4 1( ys )s' 54.951 242.811 65.540 363.30
n' 0 1 2( ys )s'n' 0.000 242.811 131.08 373.89
Jarak ordinat horisontal = 0.975 mTinggi sarat (d) = 0.433 mJarak ordinat vertikal ( = 0.217 m
Berat jenis muatan ( = 0.980 ton/m3
Jarak sekat ke midship (e) = -27.705 mPERHITUNGAN TANGKI MINYAK B. BAKAR
V = 2/9 x x x (ys')s = 17.058 m3
W = V x = 16.716 tonOG = (ys')sn / (ys')s x +e = -29.744 mKG = (ys)s'n' / (ys)s' x + d = 0.656 m
Ixx = 2 x 1/3 x 1/3 x x (y3s) = 429.77 m4
A = 2/3 x x (ys) = 42.601 m2
Sx = 2 x 1/2 x 1/3 x x (y2s) = 116.90 m3
Jarak titik berat Y = Sx /A = 2.744 mMomen Inersia Permukaan Cairan pada Tangki :
Ix'x' = Ixx - ( A x Y2 ) = 108.98 m4
Ixx kiri dan kanan = 2 x Ix'x' = 217.96 m4
Anno Fikri Ardito 14721090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Anno Fikri Ardito 14821090112140091
FUEL OIL TANKNo Faktor Faktor 0.8667 mWL 1,0833 mWL 1,30 mWL Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 4.79 4.79 5.188 5.19 20.75 5.511 5.51 31.058 31.058 0.000 30.368 167.348B 1 4 5.13 20.53 5.512 22.05 22.05 5.820 23.28 32.999 131.996 131.996 135.504 788.671C 2 2 5.47 10.93 5.820 11.64 23.28 6.105 12.21 34.850 69.701 139.402 74.552 455.169D 3 4 5.79 23.17 6.117 24.47 24.47 6.374 25.50 36.637 146.547 439.642 162.532 1036.043E 4 1 6.11 6.11 6.408 6.41 25.63 6.636 6.64 38.381 38.381 153.524 44.030 292.160
ys 65.540 69.752 73.136 173.92 417.682 864.563 446.985 2739.391
s' 1 4 1( ys )s' 65.540 279.006 73.136 417.68
n' 0 1 2( ys )s'n' 0.000 279.006 146.27 425.28
Jarak ordinat horisontal = 0.975 m
Tinggi sarat (d) = 0.867 mJarak ordinat vertikal ( = 0.217 m
Berat jenis muatan ( = 0.980 ton/m3
Jarak sekat ke midship (e) = -27.705 mPERHITUNGAN TANGKI MINYAK B. BAKAR
V = 2/9 x x x (ys')s = 19.611 m3
W = V x = 19.219 tonOG = (ys')sn / (ys')s x +e = -29.723 mKG = (ys)s'n' / (ys)s' x + d = 1.087 m
Ixx = 2 x 1/3 x 1/3 x x (y3s) = 593.53 m4
A = 2/3 x x (ys) = 47.538 m2
Sx = 2 x 1/2 x 1/3 x x (y2s) = 145.27 m3
Jarak titik berat Y = Sx /A = 3.056 mMomen Inersia Permukaan Cairan pada Tangki :
Ix'x' = Ixx - ( A x Y2 ) = 149.61 m4
Ixx kiri dan kanan = 2 x Ix'x' = 299.22 m4
Tugas Merancang Kapal 2014Stabilitas Kapal
BERAT (ton) KG (m) OG (m) Ixx (m4)
13.411 0.226 -29.769 130.97830.128 0.465 -29.755 217.956
49.346 0.707 -29.743 299.221
FreshwaterNo Faktor Faktor 5.85 mWL 6.225 mWL 6.6 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 1.01 1.01 1.63 1.63 6.52 2.56 2.56 10.091 10.091 0.000 6.554 16.779
B 1 4 2.13 8.50 2.96 11.8511.8
5 3.95 15.82 17.930 71.720 71.720 62.555 247.382
C 2 2 3.24 6.47 4.24 8.4716.9
5 5.23 10.45 25.412 50.824 101.648 54.643 285.619
D 3 4 4.35 17.39 5.42 21.6621.6
6 6.31 25.25 32.323 129.292 387.877 159.396 1006.201
E 4 1 5.41 5.41 6.45 6.4525.7
9 7.18 7.18 38.386 38.386 153.545 51.620 370.874
Sys 38.784 50.066 61.268 124.143 300.314 714.790 334.768 1926.855
s' 1 4 1S( ys )s' 38.784 200.262 61.268 300.314
n' 0 1 2S( ys )s'n' 0.000 200.262 122.535 322.798
Tinggi sarat (d) = 5.850 mJarak ordinat vertikal (b) = 0.375 mJarak sekat ke midship (e) = -45.667 m
Anno Fikri Ardito 14921090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
PERHITUNGAN TANGKI BALLAST II
V = 2/9 x a x b x S(ys')s = 42.07 m3
W = V x g = 42.07 tonOG = S(ys')sn / S(ys')s x a+e = -41.67 mKG = S(ys)s'n' / S(ys)s' x b + d = 6.25 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 719.83 m4
A = 2/3 x a x S(ys) = 68.66 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 187.59 m3
Jarak titik berat Y = Sx /A = 2.73 mMomen Inersia Permukaan Cairan pada Tangki : KG = 6.253 m
Ix'x' = Ixx - ( A x Y2 ) = 207.32 m4 OG = -41.666 m
Ixx kiri dan kanan = 2 x Ix'x' = 414.65 m4 Ixx = 414.646 m4
FreshwaterNo Faktor Faktor 6.6 mWL 6.975 mWL 7.35 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 2.56 2.56 3.91 3.9115.6
6 4.97 4.97 23.189 23.189 0.000 24.696 122.726
B 1 4 3.95 15.82 5.05 20.2220.2
2 5.87 23.47 30.038 120.153 120.153 137.682 807.767
C 2 2 5.23 10.45 6.09 12.1824.3
6 6.69 13.37 36.272 72.543 145.086 89.421 597.924
D 3 4 6.31 25.25 6.96 27.8427.8
4 7.38 29.51 41.532 166.128 498.384 217.775 1606.874
E 4 1 7.18 7.18 7.64 7.6430.5
8 7.92 7.92 45.685 45.685 182.739 62.760 497.188Sys 61.268 71.796 79.247 176.716 427.698 946.363 532.334 3632.480
s' 1 4 1S( ys )s' 61.268 287.184 79.247 427.698
n' 0 1 2
Anno Fikri Ardito 15021090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
S( ys )s'n' 0.000 287.184 158.494 445.678Jarak ordinat horisontal (a) = 1.681 mTinggi sarat (d) = 6.600 mJarak ordinat vertikal (b) = 0.375 mJarak sekat ke midship (e) = -45.667 m
PERHITUNGAN TANGKI BALLAST II
V = 2/9 x a x b x S(ys')s = 59.92 m3
W = V x g = 59.92 tonOG = S(ys')sn / S(ys')s x a+e = -41.95 mKG = S(ys)s'n' / S(ys)s' x b + d = 6.99 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 1357.01 m4
A = 2/3 x a x S(ys) = 88.81 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 298.30 m3
Jarak titik berat Y = Sx /A = 3.36 mMomen Inersia Permukaan Cairan pada Tangki : KG = 6.686 m
Ix'x' = Ixx - ( A x Y2 ) = 355.10 m4 OG = -41.831 m
Ixx kiri dan kanan = 2 x Ix'x' = 710.21 m4 Ixx = 710.208 m4Freshwater
No Faktor Faktor 7.35 mWL 7.725 mWL 8.1 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 4.97 4.97 5.50 5.5021.9
9 5.77 5.77 32.729 32.729 0.000 33.336 192.470
B 1 4 5.87 23.47 6.30 25.2125.2
1 6.54 26.18 37.618 150.470 150.470 171.327 1121.268
C 2 2 6.69 13.37 7.03 14.0628.1
2 7.23 14.47 42.043 84.087 168.173 104.682 757.341
D 3 4 7.38 29.51 7.63 30.5330.5
3 7.79 31.16 45.702 182.806 548.419 242.749 1891.062
E 4 1 7.92 7.92 8.09 8.0932.3
7 8.20 8.20 48.487 48.487 193.949 67.186 550.703
Anno Fikri Ardito 15121090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Sys 79.247 83.388 85.779 206.578 498.579 1061.011 619.279 4512.844
s' 1 4 1S( ys )s' 79.247 333.553 85.779 498.579
n' 0 1 2S( ys )s'n' 0.000 333.553 171.558 505.111
Jarak ordinat horisontal (a) = 1.681 mTinggi sarat (d) = 7.350 mJarak ordinat vertikal (b) = 0.375 mJarak sekat ke midship (e) = -45.667 m
PERHITUNGAN FRESHWATER
V = 2/9 x a x b x S(ys')s = 69.847 m3
W = V x g = 69.847 tonOG = S(ys')sn / S(ys')s x a+e = -42.090 mKG = S(ys)s'n' / S(ys)s' x b + d = 7.730 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 1685.898 m4
A = 2/3 x a x S(ys) = 96.135 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 347.023 m3
Jarak titik berat Y = Sx /A = 3.610 mMomen Inersia Permukaan Cairan pada Tangki : KG = 7.110597113 m
Ix'x' = Ixx - ( A x Y2 ) = 433.235 m4 OG = -41.9363485 mIxx kiri dan kanan = 2 x Ix'x' = 866.469 m4 Ixx = 866.4690388 m4
Anno Fikri Ardito 15221090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
1 2 3
BERAT 42.0714467558333 101.9884284425 171.8351915175
KG 6.25307551736734 6.68645862479483 7.11059711341457
OG -41.6659413276184 -41.8313251572055 -41.9363485141544
Ixx 414.646299431859 710.207516756619 866.469038847746
-100.000
100.000
300.000
500.000
700.000
900.000
FRESH WATER TANK
BERAT
KG
OG
Ixx
BERAT KG OG Ixx42.071 6.253 -41.666 414.646101.988 6.686 -41.831 710.208171.835 7.111 -41.936 866.469
Anno Fikri Ardito 15321090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
BALLAST TANK I
Anno Fikri Ardito 15421090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
No Faktor Faktor 0 mWL 0.2167 mWL 0.4333 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 4.73 4.73 5.24 5.2420.9
8 6.70 6.70 32.407 32.407 0.000 44.907 300.938
B 1 4 4.05 16.18 4.55 18.2018.2
0 6.01 24.03 28.253113.01
0113.01
0144.34
6 867.114
C 2 2 3.27 6.53 3.77 7.5415.0
9 4.23 8.47 22.590 45.181 90.361 35.854 151.804
D 3 4 2.42 9.69 2.95 11.7811.7
8 3.41 13.63 17.610 70.441211.32
2 46.469 158.384
E 4 1 1.58 1.58 2.12 2.12 8.49 2.57 2.57 12.638 12.638 50.550 6.620 17.034
Sys38.70
6 44.891 55.405113.49
7273.67
5465.24
4278.19
6 1495.274
s' 1 4 1
S( ys )s'38.70
6179.56
4 55.405273.67
5
n' 0 1 2
S( ys )s'n' 0.000179.56
4 110.809290.37
4
Jarak ordinat horisontal (a) = 1.788 mTinggi sarat (d) = 0.000 mJarak ordinat vertikal (b) = 0.217 m
Jarak sekat ke midship (e) =38.27
0 mPERHITUNGAN TANGKI BALLAST I
V = 2/9 x a x b x S(ys')s = 23.56 m3
W = V x g = 24.15 tonOG = S(ys')sn / S(ys')s x a+e = 41.31 mKG = S(ys)s'n' / S(ys)s' x b + d = 0.23 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) =593.9
6 m4
Anno Fikri Ardito 15521090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
A = 2/3 x a x S(ys) = 66.02 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) =165.7
6 m3
Jarak titik berat Y = Sx /A = 2.51 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.22992203 m
Ix'x' = Ixx - ( A x Y2 ) =177.8
1 m4 OG = 41.3087201 m
Ixx kiri dan kanan = 2 x Ix'x' =355.6
1 m4 Ixx = 355.613213 m4BALLAST TANK I
No Faktor Faktor 0.4333 mWL 0.65 mWL 0.8667 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 6.70 6.70 6.09 6.0924.3
5 6.40 6.40 37.453 37.453 0.000 41.019 262.710
B 1 4 6.01 24.03 5.41 21.6321.6
3 5.75 23.00 33.391 133.565 133.565 132.287 760.755
C 2 2 4.23 8.47 4.65 9.3018.6
0 5.02 10.03 27.850 55.700 111.400 50.319 252.393
D 3 4 3.41 13.63 3.82 15.2915.2
9 4.19 16.76 22.890 91.561 274.682 70.231 294.282
E 4 1 2.57 2.57 2.96 2.9611.8
3 3.29 3.29 17.695 17.695 70.781 10.831 35.647
Sys 55.405 55.269 59.492 139.279 335.973 590.428 304.687 1605.787
s' 1 4 1S( ys )s' 55.405 221.077 59.492 335.973
n' 0 1 2S( ys )s'n' 0.000 221.077 118.983 340.060
Jarak ordinat horisontal (a) = 1.788 mTinggi sarat (d) = 0.433 mJarak ordinat vertikal (b) = 0.217 mJarak sekat ke midship (e) = 38.270 m
Anno Fikri Ardito 15621090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
PERHITUNGAN TANGKI BALLAST I
V = 2/9 x a x b x S(ys')s = 28.92 m3
W = V x g = 29.64 tonOG = S(ys')sn / S(ys')s x a+e = 41.41 mKG = S(ys)s'n' / S(ys)s' x b + d = 0.65 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 637.85 m4
A = 2/3 x a x S(ys) = 70.89 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 181.54 m3
Jarak titik berat Y = Sx /A = 2.56 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.46287686 m
Ix'x' = Ixx - ( A x Y2 ) = 172.97 m4 OG = 41.365246 m
Ixx kiri dan kanan = 2 x Ix'x' = 345.94 m4 Ixx = 345.935647 m4BALLAST TANK I
No Faktor Faktor 0.8667 mWL 1.0833 mWL 1.30 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s( n ) ( s ) y = ys' ys y ys ys' y = ys' ys
A 0 1 6.40 6.40 6.63 6.6326.5
2 6.78 6.78 39.706 39.706 0.000 46.010 312.093
B 1 4 5.75 23.00 5.99 23.9523.9
5 6.15 24.59 35.847 143.388 143.388 151.138 929.027
C 2 2 5.02 10.03 5.26 10.5121.0
2 5.41 10.82 31.451 62.902 125.804 58.560 316.874
D 3 4 4.19 16.76 4.42 17.6817.6
8 4.56 18.24 26.430 105.718 317.155 83.167 379.225
E 4 1 3.29 3.29 3.49 3.4913.9
7 3.61 3.61 20.869 20.869 83.477 13.013 46.940
Sys 59.492 62.263 64.039 154.303 372.583 669.824 351.888 1984.160
s' 1 4 1S( ys )s' 59.492 249.052 64.039 372.583
n' 0 1 2S( ys )s'n' 0.000 249.052 128.079 377.131
Anno Fikri Ardito 15721090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Jarak ordinat horisontal (a) = 1.7875 mTinggi sarat (d) = 0.87 mJarak ordinat vertikal (b) = 0.2167 mJarak sekat ke midship (e) = 38.27 m
PERHITUNGAN TANGKI BALLAST I
V = 2/9 x a x b x S(ys')s = 32.07 m3
W = V x g = 32.87 tonOG = S(ys')sn / S(ys')s x a+e = 41.48 mKG = S(ys)s'n' / S(ys)s' x b + d = 1.09 mIxx = 2 x 1/3 x 1/3 x a x S(y3s) = 788.15 m4
A = 2/3 x a x S(ys) = 76.31 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 209.67 m3
Jarak titik berat Y = Sx /A = 2.75 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.69925896 m
Ix'x' = Ixx - ( A x Y2 ) = 212.11 m4 OG = 41.4101159 m
Ixx kiri dan kanan = 2 x Ix'x' = 424.22 m4 Ixx = 424.217184 m4
Anno Fikri Ardito 15821090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
1 2 3
BERAT 24.1463824425236 53.7893178576722 86.6623450040563
KG 0.229922026093686 0.462876859628035 0.699258962489619
OG 41.308720085912 41.365245959641 41.4101159359382
Ixx 355.613212632527 345.935647101077 424.217184123409
25.00075.000
125.000175.000225.000275.000325.000375.000425.000
BALLAST TANK I
BERAT
KG
OG
Ixx
BERAT KG OG Ixx24.146 0.230 41.309 355.61353.789 0.463 41.365 345.936
86.662 0.699 41.410 424.217
BALLAST TANK II
Anno Fikri Ardito 15921090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
No Faktor Faktor 0 mWL 0.2167 mWL 0.4333 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s )y = ys' ys y ys ys'
y = ys' ys
A 0 1 6.90 6.90 7.60 7.6030.4
0 8.06 8.06 45.368 45.368 0.000 65.017 524.250
B 1 4 6.53 26.13 7.19 28.7828.7
8 7.69 30.75 42.998171.99
0171.99
0236.36
6 1816.969
C 2 2 6.09 12.18 6.71 13.4226.8
3 7.19 14.38 40.114 80.228160.45
6103.43
5 743.855
D 3 4 5.51 22.03 6.07 24.2924.2
9 6.54 26.16 36.337145.34
8436.04
4171.04
5 1118.494
E 4 1 4.73 4.73 5.24 5.2420.9
8 5.70 5.70 31.407 31.407125.62
6 32.505 185.320
Sys71.97
2 79.329 85.053196.22
3474.34
1894.11
6608.36
8 4388.889
s' 1 4 1
S( ys )s'71.97
2317.31
6 85.053474.34
1
n' 0 1 2
S( ys )s'n' 0.000317.31
6 170.106487.42
1
Jarak ordinat horisontal (a) = 2.600 mJarak ordinat vertikal (b) = 0.217 mJarak sekat ke midship (e) = 29.495 m
PERHITUNGAN TANGKI BALLAST II
V = 2/9 x a x b x S(ys')s = 59.39 m3
W = V x g = 60.87 tonOG = S(ys')sn / S(ys')s x a+e = 34.40 mKG = S(ys)s'n' / S(ys)s' x b + d = 0.22 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) =2535.8
0 m4
A = 2/3 x a x S(ys) = 147.42 m2
Anno Fikri Ardito 16021090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 527.25 m3
Jarak titik berat Y = Sx /A = 3.58 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.22267585 m
Ix'x' = Ixx - ( A x Y2 ) = 650.13 m4 OG = 34.3959154 m
Ixx kiri dan kanan = 2 x Ix'x' =1300.2
7 m4 Ixx = 1300.26602 m4BALLAST TANK II
No Faktor Faktor 0.4333 mWL 0.65 mWL 0.8667 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s )y = ys' ys y ys ys'
y = ys' ys
A 0 1 8.06 8.06 8.35 8.3533.4
0 8.52 8.52 49.984 49.984 0.000 72.624 618.906
B 1 4 7.69 30.75 8.02 32.0832.0
8 8.24 32.97 48.008192.03
2 192.032 271.755 2239.942
C 2 2 7.19 14.38 7.56 15.1130.2
3 7.83 15.67 45.254 90.508 181.016 122.734 961.459
D 3 4 6.54 26.16 6.92 27.6827.6
8 7.22 28.87 41.434165.73
7 497.210 208.363 1503.842
E 4 1 5.70 5.70 6.09 6.0924.3
5 6.40 6.40 36.453 36.453 145.812 41.021 262.734
Sys85.05
3 89.307 92.434221.13
3534.71
3 1016.070 716.498 5586.884
s' 1 4 1
S( ys )s'85.05
3357.22
7 92.434534.71
3
n' 0 1 2
S( ys )s'n' 0.000357.22
7 184.868542.09
4Jarak ordinat horisontal (a) = 2.600 mTinggi sarat (d) = 0.433 mJarak ordinat vertikal (b) = 0.217 mJarak sekat ke midship (e) = 29.495 m
Anno Fikri Ardito 16121090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
PERHITUNGAN TANGKI BALLAST II
V = 2/9 x a x b x S(ys')s = 66.95 m3
W = V x g = 68.62 tonOG = S(ys')sn / S(ys')s x a+e = 34.44 mKG = S(ys)s'n' / S(ys)s' x b + d = 0.65 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) =3227.9
8 m4
A = 2/3 x a x S(ys) = 160.22 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 620.97 m3
Jarak titik berat Y = Sx /A = 3.88 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.45070669 m
Ix'x' = Ixx - ( A x Y2 ) = 821.28 m4 OG = 34.416922 m
Ixx kiri dan kanan = 2 x Ix'x' =1642.5
6 m4 Ixx = 1642.55815 m4BALLAST TANK II
No Faktor Faktor 0.8667 mWL 1.0833 mWL 1.30 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s )y = ys' ys y ys ys'
y = ys' ys
A 0 1 8.52 8.52 8.64 8.6434.5
4 8.71 8.71 51.775 51.775 0.000 75.902 661.277
B 1 4 8.24 32.97 8.38 33.5233.5
2 8.47 33.87 50.234 200.934 200.934 286.787 2428.344
C 2 2 7.83 15.67 8.01 16.0132.0
2 8.11 16.22 47.962 95.924 191.848 131.476 1065.995
D 3 4 7.22 28.87 7.42 29.6729.6
7 7.55 30.19 44.440 177.759 533.276 227.883 1720.039
E 4 1 6.40 6.40 6.63 6.6326.5
2 6.78 6.78 39.706 39.706 158.825 46.010 312.093
Sys92.43
4 94.473 95.772 234.117 566.098 1084.884 768.060 6187.749
s' 1 4 1S( ys )s' 92.43 377.89 95.772 566.098
Anno Fikri Ardito 16221090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
4 2
n' 0 1 2
S( ys )s'n' 0.000377.89
2 191.545 569.437Jarak ordinat horisontal (a) = 2.600 mTinggi sarat (d) = 0.87 mJarak ordinat vertikal (b) = 0.217 mJarak sekat ke midship (e) = 29.495 m
PERHITUNGAN TANGKI BALLAST II
V = 2/9 x a x b x S(ys')s = 70.878 m3
W = V x g = 72.650 tonOG = S(ys')sn / S(ys')s x a+e = 34.478 mKG = S(ys)s'n' / S(ys)s' x b + d = 1.085 mIxx = 2 x 1/3 x 1/3 x a x S(y3s) = 3575.144 m4
A = 2/3 x a x S(ys) = 166.005 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 665.652 m3
Jarak titik berat Y = Sx /A = 4.010 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.67855133 m
Ix'x' = Ixx - ( A x Y2 ) = 906.000 m4 OG = 34.4387654 m
Ixx kiri dan kanan = 2 x Ix'x' = 1812.000 m4 Ixx = 1811.99971 m4
Anno Fikri Ardito 16321090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
1 2 3
BERAT 60.8742772495 129.4964837881 202.146431852444
KG 0.222675850027565 0.450706693408548 0.678551327890896
OG 34.3959153551088 34.416922049952 34.4387654270826
Ixx 1300.26601845306 1642.55815003572 1811.99971122446
100.000300.000500.000700.000900.000
1100.0001300.0001500.0001700.0001900.000
BALLAST TANK II
BERAT
KG
OG
Ixx
BERAT KG OG Ixx60.874 0.223 34.396 1300.266129.496 0.451 34.417 1642.558
202.146 0.679 34.439 1812.000
Anno Fikri Ardito 16421090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
BALLAST TANK III
No Faktor Faktor 0 mWL 0.2167 mWL 0.4333 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 7.51 7.51 8.25 8.2533.0
1 8.55 8.55 49.071 49.071 0.000 73.144 625.553
B 1 4 7.51 30.02 8.25 33.0133.0
1 8.55 34.21 49.071196.28
6 196.286292.57
42502.21
1
C 2 2 7.51 15.01 8.25 16.5133.0
1 8.55 17.10 49.071 98.143 196.286146.28
71251.10
6
D 3 4 7.25 29.01 7.98 31.9331.9
3 8.36 33.44 47.541190.16
2 570.487279.56
52337.19
2
E 4 1 6.90 6.90 7.60 7.6030.4
0 8.06 8.06 45.368 45.368 181.471 65.017 524.250
Sys 88.453 97.302 101.371240.12
3579.03
01144.53
0856.58
77240.31
2
s' 1 4 1
S( ys )s' 88.453389.20
7 101.371579.03
0
n' 0 1 2
S( ys )s'n' 0.000389.20
7 202.741591.94
8
Jarak ordinat horisontal (a) = 2.600 mTinggi sarat (d) = 0.000 mJarak ordinat vertikal (b) = 0.217 mJarak sekat ke midship (e) = 19.095 m
PERHITUNGAN TANGKI BALLAST III
V = 2/9 x a x b x S(ys')s = 72.497 m3
W = V x g = 74.310 tonOG = S(ys')sn / S(ys')s x a+e = 24.234 mKG = S(ys)s'n' / S(ys)s' x b + d = 0.222 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 4183.29 m4
Anno Fikri Ardito 16521090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
1
A = 2/3 x a x S(ys) = 175.709 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 742.375 m3
Jarak titik berat Y = Sx /A = 4.225 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.22153444 m
Ix'x' = Ixx - ( A x Y2 ) =1046.73
5 m4 OG = 24.2342449 m
Ixx kiri dan kanan = 2 x Ix'x' =2093.46
9 m4 Ixx = 2093.469 m4BALLAST TANK III
No Faktor Faktor 0.4333 mWL 0.65 mWL 0.8667 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 8.55 8.55 8.75 8.7535.0
1 8.89 8.89 52.455 52.455 0.000 79.100 703.497
B 1 4 8.55 34.21 8.75 35.0135.0
1 8.89 35.58 52.455209.81
8 209.818316.39
9 2813.987
C 2 2 8.55 17.10 8.75 17.5035.0
1 8.89 17.79 52.455104.90
9 209.818158.19
9 1406.993
D 3 4 8.36 33.44 8.60 34.3934.3
9 8.75 34.98 51.493205.97
1 617.912305.95
6 2675.831
E 4 1 8.06 8.06 8.35 8.3533.4
0 8.52 8.52 49.984 49.984 199.935 72.624 618.906
Sys 101.371 104.001 105.762 258.840623.13
7 1237.484932.27
8 8219.213
s' 1 4 1S( ys )s' 101.371 416.004 105.762 623.137
n' 0 1 2S( ys )s'n' 0.000 416.004 211.524 627.528
Jarak ordinat horisontal (a) = 2.600 mTinggi sarat (d) = 0.433 mJarak ordinat vertikal (b) = 0.217 m
Anno Fikri Ardito 16621090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Jarak sekat ke midship (e) = 19.095 mPERHITUNGAN TANGKI BALLAST III
V = 2/9 x a x b x S(ys')s = 78.019 m3
W = V x g = 79.970 tonOG = S(ys')sn / S(ys')s x a+e = 24.258 mKG = S(ys)s'n' / S(ys)s' x b + d = 0.652 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 4748.879 m4
A = 2/3 x a x S(ys) = 183.320 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 807.975 m3
Jarak titik berat Y = Sx /A = 4.407 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.44441885 m
Ix'x' = Ixx - ( A x Y2 ) = 1187.777 m4 OG = 24.2467276 m
Ixx kiri dan kanan = 2 x Ix'x' = 2375.554 m4 Ixx = 2375.55373 m4BALLAST TANK III
No Faktor Faktor 0.8667 mWL 1.0833 mWL 1.30 mWL S S SOrd Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys' y = ys' ys
A 0 1 8.89 8.89 8.99 8.9935.9
7 9.06 9.06 53.925 53.925 0.000 82.053 743.259
B 1 4 8.89 35.58 8.99 35.9735.9
7 9.06 36.23 53.925 215.701 215.701 328.211 2973.035
C 2 2 8.89 17.79 8.99 17.9935.9
7 9.06 18.12 53.925 107.851 215.701 164.106 1486.518
D 3 4 8.75 34.98 8.85 35.3935.3
9 8.92 35.67 53.057 212.226 636.678 318.116 2836.925
E 4 1 8.52 8.52 8.64 8.6434.5
4 8.71 8.71 51.775 51.775 207.100 75.902 661.277Sys 105.762 106.981 107.792 266.607 641.478 1275.180 968.388 8701.014
s' 1 4 1S( ys )s' 105.762 427.924 107.792 641.478
n' 0 1 2
Anno Fikri Ardito 16721090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
S( ys )s'n' 0.000 427.924 215.584 643.508Jarak ordinat horisontal (a) = 2.600 mTinggi sarat (d) = 0.867 mJarak ordinat vertikal (b) = 0.217 mJarak sekat ke midship (e) = 19.095 m
PERHITUNGAN TANGKI BALLAST III
V = 2/9 x a x b x S(ys')s = 80.316 m3
W = V x g = 82.324 tonOG = S(ys')sn / S(ys')s x a+e = 24.263 mKG = S(ys)s'n' / S(ys)s' x b + d = 1.084 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 5027.252 m4
A = 2/3 x a x S(ys) = 186.839 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 839.269 m3
Jarak titik berat Y = Sx /A = 4.492 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.66698468 m
Ix'x' = Ixx - ( A x Y2 ) = 1257.311 m4 OG = 24.2525577 mIxx kiri dan kanan = 2 x Ix'x' = 2514.622 m4 Ixx = 2514.62245 m4
Anno Fikri Ardito 16821090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
1 2 3
berat 74.3095577033333 154.279529148189 236.603336010311
KG 0.221534442533202 0.444418846379624 0.666984678491215
OG 24.2342448750497 24.2467275931865 24.2525576813929
Ixx 2093.4690000783 2375.55373134822 2514.62244559457
250.000
750.000
1250.000
1750.000
2250.000
2750.000
BALLAST TANK III
berat
KG
OG
Ixx
berat KG OG Ixx74.310 0.222 24.234 2093.469154.280 0.444 24.247 2375.554236.603 0.667 24.253 2514.622
Anno Fikri Ardito 16921090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
BALLAST TANK IV
Anno Fikri Ardito 17021090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
No Faktor Faktor 0 mWL 0.2167 mWL 0.4333 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s )y = ys' ys y ys ys'
y = ys' ys
A 0 1 7.51 7.51 8.25 8.2533.0
1 8.55 8.55 49.071 49.071 0.000 73.144 625.553
B 1 4 7.51 30.02 8.25 33.0133.0
1 8.55 34.21 49.071196.28
6 196.286292.57
4 2502.211
C 2 2 7.51 15.01 8.25 16.5133.0
1 8.55 17.10 49.071 98.143 196.286146.28
7 1251.106
D 3 4 7.51 30.02 8.25 33.0133.0
1 8.55 34.21 49.071196.28
6 588.857292.57
4 2502.211
E 4 1 7.51 7.51 8.25 8.2533.0
1 8.55 8.55 49.071 49.071 196.286 73.144 625.553
Sys90.06
0 99.042 102.629245.35
7588.85
7 1177.714877.72
3 7506.634
s' 1 4 1
S( ys )s'90.06
0396.16
8 102.629588.85
7
n' 0 1 2
S( ys )s'n' 0.000396.16
8 205.258601.42
6
Jarak ordinat horisontal (a) = 2.600 mTinggi sarat (d) = 0.000 mJarak ordinat vertikal (b) = 0.217 mJarak sekat ke midship (e) = 8.695 m
PERHITUNGAN TANGKI BALLAST IV
V = 2/9 x a x b x S(ys')s = 73.73 m3
W = V x g = 75.57 tonOG = S(ys')sn / S(ys')s x a+e = 13.90 mKG = S(ys)s'n' / S(ys)s' x b + d = 0.22 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) =4337.1
7 m4
Anno Fikri Ardito 17121090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
A = 2/3 x a x S(ys) = 177.89 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 760.69 m3
Jarak titik berat Y = Sx /A = 4.28 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.22132533 m
Ix'x' = Ixx - ( A x Y2 ) =1084.2
9 m4 OG = 13.895 m
Ixx kiri dan kanan = 2 x Ix'x' =2168.5
8 m4 Ixx = 2168.58325 m4BALLAST TANK IV
No Faktor Faktor 0.4333 mWL 0.65 mWL 0.8667 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s )y = ys' ys y ys ys'
y = ys' ys
A 0 1 8.55 8.55 8.75 8.7535.0
1 8.89 8.89 52.455 52.455 0.000 79.100 703.497
B 1 4 8.55 34.21 8.75 35.0135.0
1 8.89 35.58 52.455 209.818 209.818 316.399 2813.987
C 2 2 8.55 17.10 8.75 17.5035.0
1 8.89 17.79 52.455 104.909 209.818 158.199 1406.993
D 3 4 8.55 34.21 8.75 35.0135.0
1 8.89 35.58 52.455 209.818 629.455 316.399 2813.987
E 4 1 8.55 8.55 8.75 8.7535.0
1 8.89 8.89 52.455 52.455 209.818 79.100 703.497Sys 102.629 105.025 106.726 262.273 629.455 1258.910 949.196 8441.961
s' 1 4 1S( ys )s' 102.629 420.101 106.726 629.455
n' 0 1 2S( ys )s'n' 0.000 420.101 213.451 633.552
Jarak ordinat horisontal (a) = 2.600 mTinggi sarat (d) = 0.433 mJarak ordinat vertikal (b) = 0.217 mJarak sekat ke midship (e) = 8.695 m
PERHITUNGAN TANGKI BALLAST IV
Anno Fikri Ardito 17221090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
V = 2/9 x a x b x S(ys')s = 78.81 m3
W = V x g = 80.78 tonOG = S(ys')sn / S(ys')s x a+e = 13.90 mKG = S(ys)s'n' / S(ys)s' x b + d = 0.65 mIxx = 2 x 1/3 x 1/3 x a x S(y3s) =
4877.58 m4
A = 2/3 x a x S(ys) = 184.99 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 822.64 m3
Jarak titik berat Y = Sx /A = 4.45 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.44353383 m
Ix'x' = Ixx - ( A x Y2 ) =1219.3
9 m4 OG = 13.895 m
Ixx kiri dan kanan = 2 x Ix'x' =2438.7
9 m4 Ixx = 2438.78863 m4
Anno Fikri Ardito 17321090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Anno Fikri Ardito 17421090112140091
BALLAST TANK IVNo Faktor Faktor 0.8667 mWL 1.0833 mWL 1.30 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s )y = ys' ys y ys ys'
y = ys' ys
A 0 1 8.89 8.89 8.99 8.9935.9
7 9.06 9.06 53.925 53.925 0.000 82.053 743.259
B 1 4 8.89 35.58 8.99 35.9735.9
7 9.06 36.23 53.925 215.701 215.701 328.211 2973.035
C 2 2 8.89 17.79 8.99 17.9935.9
7 9.06 18.12 53.925 107.851 215.701 164.106 1486.518
D 3 4 8.89 35.58 8.99 35.9735.9
7 9.06 36.23 53.925 215.701 647.104 328.211 2973.035
E 4 1 8.89 8.89 8.99 8.9935.9
7 9.06 9.06 53.925 53.925 215.701 82.053 743.259Sys 106.726 107.920 108.700 269.627 647.104 1294.207 984.634 8919.106
s' 1 4 1S( ys )s' 106.726 431.678 108.700 647.104
n' 0 1 2S( ys )s'n' 0.000 431.678 217.399 649.078
Jarak ordinat horisontal (a) = 2.600 mTinggi sarat (d) = 0.867 mJarak ordinat vertikal (b) = 0.217 mJarak sekat ke midship (e) = 8.695 m
PERHITUNGAN TANGKI BALLAST IV
V = 2/9 x a x b x S(ys')s = 81.02 m3
W = V x g = 83.05 tonOG = S(ys')sn / S(ys')s x a+e = 13.90 mKG = S(ys)s'n' / S(ys)s' x b + d = 1.08 mIxx = 2 x 1/3 x 1/3 x a x S(y3s) = 5153.26 m4
A = 2/3 x a x S(ys) = 188.41 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 853.35 m3
Jarak titik berat Y = Sx /A = 4.53 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.6657296 m
Ix'x' = Ixx - ( A x Y2 ) = 1288.32 m4 OG = 13.895 m
Ixx kiri dan kanan = 2 x Ix'x' = 2576.63 m4 Ixx = 2576.63074 m4
Tugas Merancang Kapal 2014Stabilitas Kapal
1 2 3
berat 75.5706757138667 156.351529048 239.3972819524
KG 0.221325333289859 0.443533827196974 0.665729604770111
OG 13.895 13.895 13.895
ixx 2168.58325062712 2438.78862971353 2576.63074304233
250.000
750.000
1250.000
1750.000
2250.000
2750.000
BALLAST TANK IV
berat
KG
OG
ixx
berat KG OG ixx
75.571 0.221 13.895 2168.583156.352 0.444 13.895 2438.789239.397 0.666 13.895 2576.631
Anno Fikri Ardito 17521090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
BALLAST TANK V
No Faktor Faktor 0 mWL 0.2167 mWL 0.4333 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s )y = ys' ys y ys ys'
y = ys' ys
A 0 1 7.51 7.51 8.25 8.2533.0
1 8.55 8.55 49.071 49.071 0.000 73.144 625.553
B 1 4 7.51 30.02 8.25 33.0133.0
1 8.55 34.21 49.071196.28
6 196.286292.57
4 2502.211
C 2 2 7.51 15.01 8.25 16.5133.0
1 8.55 17.10 49.071 98.143 196.286146.28
7 1251.106
D 3 4 7.51 30.02 8.25 33.0133.0
1 8.55 34.21 49.071196.28
6 588.857292.57
4 2502.211
E 4 1 7.51 7.51 8.25 8.2533.0
1 8.55 8.55 49.071 49.071 196.286 73.144 625.553
Sys90.06
0 99.042 102.629245.35
7588.85
7 1177.714877.72
3 7506.634
s' 1 4 1
S( ys )s'90.06
0396.16
8 102.629588.85
7
n' 0 1 2
S( ys )s'n' 0.000396.16
8 205.258601.42
6
Jarak ordinat horisontal (a) = 2.600 mTinggi sarat (d) = 0.000 mJarak ordinat vertikal (b) = 0.217 mJarak sekat ke midship (e) = -1.705 m
PERHITUNGAN TANGKI BALLAST V
V = 2/9 x a x b x S(ys')s = 73.73 m3
W = V x g = 75.57 tonOG = S(ys')sn / S(ys')s x a+e = 3.50 mKG = S(ys)s'n' / S(ys)s' x b + d = 0.22 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 4337.1 m4
Anno Fikri Ardito 17621090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
7
A = 2/3 x a x S(ys) = 177.89 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 760.69 m3
Jarak titik berat Y = Sx /A = 4.28 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.22132533 m
Ix'x' = Ixx - ( A x Y2 ) =1084.2
9 m4 OG = 3.495 m
Ixx kiri dan kanan = 2 x Ix'x' =2168.5
8 m4 Ixx = 2168.58325 m4BALLAST TANK V
No Faktor Faktor 0.4333 mWL 0.65 mWL 0.8667 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s )y = ys' ys y ys ys'
y = ys' ys
A 0 1 8.55 8.55 8.75 8.7535.0
1 8.55 8.55 52.113 52.113 0.000 73.144 625.553
B 1 4 8.55 34.21 8.75 35.0135.0
1 8.55 34.21 52.113 208.453 208.453 292.574 2502.211
C 2 2 8.55 17.10 8.75 17.5035.0
1 8.55 17.10 52.113 104.226 208.453 146.287 1251.106
D 3 4 8.55 34.21 8.75 35.0135.0
1 8.55 34.21 52.113 208.453 625.358 292.574 2502.211
E 4 1 8.55 8.55 8.75 8.7535.0
1 8.55 8.55 52.113 52.113 208.453 73.144 625.553Sys 102.629 105.025 102.629 260.566 625.358 1250.717 877.723 7506.634
s' 1 4 1S( ys )s' 102.629 420.101 102.629 625.358
n' 0 1 2S( ys )s'n' 0.000 420.101 205.258 625.358
Jarak ordinat horisontal (a) = 2.600 mTinggi sarat (d) = 0.433 mJarak ordinat vertikal (b) = 0.217 mJarak sekat ke midship (e) = -1.705 m
Anno Fikri Ardito 17721090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
PERHITUNGAN TANGKI BALLAST V
V = 2/9 x a x b x S(ys')s = 78.30 m3
W = V x g = 80.26 tonOG = S(ys')sn / S(ys')s x a+e = 3.50 mKG = S(ys)s'n' / S(ys)s' x b + d = 0.65 mIxx = 2 x 1/3 x 1/3 x a x S(y3s) =
4337.17 m4
A = 2/3 x a x S(ys) = 177.89 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 760.69 m3
Jarak titik berat Y = Sx /A = 4.28 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.44210605 m
Ix'x' = Ixx - ( A x Y2 ) =1084.2
9 m4 OG = 3.495 m
Ixx kiri dan kanan = 2 x Ix'x' =2168.5
8 m4 Ixx = 2168.58325 m4
Anno Fikri Ardito 17821090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Anno Fikri Ardito 17921090112140091
BALLAST TANK VNo Faktor Faktor 0.8667 mWL 1.0833 mWL 1.30 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s )y = ys' ys y ys ys'
y = ys' ys
A 0 1 8.55 8.55 8.99 8.9935.9
7 9.06 9.06 53.584 53.584 0.000 82.053 743.259
B 1 4 8.55 34.21 8.99 35.9735.9
7 9.06 36.23 53.584 214.336 214.336 328.211 2973.035
C 2 2 8.55 17.10 8.99 17.9935.9
7 9.06 18.12 53.584 107.168 214.336 164.106 1486.518
D 3 4 8.55 34.21 8.99 35.9735.9
7 9.06 36.23 53.584 214.336 643.007 328.211 2973.035
E 4 1 8.55 8.55 8.99 8.9935.9
7 9.06 9.06 53.584 53.584 214.336 82.053 743.259Sys 102.629 107.920 108.700 267.920 643.007 1286.014 984.634 8919.106
s' 1 4 1S( ys )s' 102.629 431.678 108.700 643.007
n' 0 1 2S( ys )s'n' 0.000 431.678 217.399 649.078
Jarak ordinat horisontal (a) = 2.600 mTinggi sarat (d) = 0.867 mJarak ordinat vertikal (b) = 0.217 mJarak sekat ke midship (e) = -1.705 m
PERHITUNGAN TANGKI BALLAST V
V = 2/9 x a x b x S(ys')s = 80.51 m3
W = V x g = 82.52 tonOG = S(ys')sn / S(ys')s x a+e = 3.50 mKG = S(ys)s'n' / S(ys)s' x b + d = 1.09 mIxx = 2 x 1/3 x 1/3 x a x S(y3s) = 5153.26 m4
A = 2/3 x a x S(ys) = 188.41 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 853.35 m3
Jarak titik berat Y = Sx /A = 4.53 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.66484297 m
Ix'x' = Ixx - ( A x Y2 ) = 1288.32 m4 OG = 3.495 m
Ixx kiri dan kanan = 2 x Ix'x' = 2576.63 m4 Ixx = 2576.63074 m4
Tugas Merancang Kapal 2014Stabilitas Kapal
1 2 3
berat 75.5706757138667 156.351529048 239.3972819524
KG 0.221325333289859 0.443533827196974 0.665729604770111
OG 13.895 13.895 13.895
ixx 2168.58325062712 2438.78862971353 2576.63074304233
250.000
750.000
1250.000
1750.000
2250.000
2750.000
BALLAST TANK V
berat
KG
OG
ixx
berat KG OG ixx75.571 0.221 3.495 2168.583155.826 0.442 3.495 2168.583238.346 0.665 3.495 2576.631
Anno Fikri Ardito 18021090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
BALLAST TANK VINo Faktor Faktor 0 mWL 0.2167 mWL 0.4333 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 6.36 6.36 6.98 6.9827.9
0 7.52 7.52 41.782 41.782 0.000 56.502 424.716
B 1 4 6.76 27.04 7.48 29.9229.9
2 8.04 32.14 44.722178.88
6 178.886258.30
3 2075.695
C 2 2 7.18 14.35 7.92 15.8331.6
6 8.35 16.70 47.189 94.379 188.757139.50
2 1165.077
D 3 4 7.51 30.02 8.25 33.0133.0
1 8.55 34.21 49.071196.28
6 588.857292.57
4 2502.211
E 4 1 7.51 7.51 8.25 8.2533.0
1 8.55 8.55 49.071 49.071 196.286 73.144 625.553
Sys 85.282 93.999 99.126231.83
5560.40
4 1152.786820.02
5 6793.253
s' 1 4 1
S( ys )s' 85.282375.99
6 99.126560.40
4
n' 0 1 2
S( ys )s'n' 0.000375.99
6 198.252574.24
8Jarak ordinat horisontal (a) = 2.6 mTinggi sarat (d) = 0 mJarak ordinat vertikal (b) = 0.217 mJarak sekat ke midship (e) = -12.105 m
PERHITUNGAN TANGKI BALLAST VI
V = 2/9 x a x b x S(ys')s = 70.17 m3
W = V x g = 71.92 tonOG = S(ys')sn / S(ys')s x a+e = -6.76 mKG = S(ys)s'n' / S(ys)s' x b + d = 0.22 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 3924.9 m4
Anno Fikri Ardito 18121090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
9
A = 2/3 x a x S(ys) = 171.82 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 710.69 m3
Jarak titik berat Y = Sx /A = 4.14 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.22205339 m
Ix'x' = Ixx - ( A x Y2 ) = 985.38 m4 OG = -6.75663488 m
Ixx kiri dan kanan = 2 x Ix'x' =1970.7
7 m4 Ixx = 1970.769345 m4BALLAST TANK VI
No Faktor Faktor 0.4333 mWL 0.65 mWL 0.8667 mWL S S SOrd Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys' y = ys' ys
A 0 1 7.52 7.52 7.92 7.9231.7
0 8.24 8.24 47.450 47.450 0.000 67.819 558.499
B 1 4 8.04 32.14 8.37 33.4733.4
7 8.55 34.20 50.058 200.231 200.231 292.342 2499.228
C 2 2 8.35 16.70 8.62 17.2434.4
8 8.76 17.52 51.593 103.185 206.370 153.391 1343.338
D 3 4 8.55 34.21 8.75 35.0135.0
1 8.89 35.58 52.455 209.818 629.455 316.399 2813.987
E 4 1 8.55 8.55 8.75 8.7535.0
1 8.89 8.89 52.455 52.455 209.818 79.100 703.497
Sys 99.126102.39
9 104.415 254.009 613.139 1245.874 909.050 7918.549
s' 1 4 1
S( ys )s' 99.126409.59
8 104.415 613.139
n' 0 1 2
S( ys )s'n' 0.000409.59
8 208.831 618.428Jarak ordinat horisontal (a) = 2.6 mTinggi sarat (d) = 0.4333 m
Anno Fikri Ardito 18221090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Jarak ordinat vertikal (b) = 0.2167 mJarak sekat ke midship (e) = -12.105 m
PERHITUNGAN TANGKI BALLAST VI
V = 2/9 x a x b x S(ys')s = 76.77 m3
W = V x g = 78.69 tonOG = S(ys')sn / S(ys')s x a+e = -6.82 mKG = S(ys)s'n' / S(ys)s' x b + d = 0.65 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 4575.16 m4
A = 2/3 x a x S(ys) = 180.99 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 787.84 m3
Jarak titik berat Y = Sx /A = 4.35 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.446618693 m
Ix'x' = Ixx - ( A x Y2 ) = 1145.65 m4 OG = -6.79073397 mIxx kiri dan kanan = 2 x Ix'x' = 2291.29 m4 Ixx = 2291.292999 m4
Anno Fikri Ardito 18321090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Anno Fikri Ardito 18421090112140091
BALLAST TANK VINo Faktor Faktor 0.8667 mWL 1.0833 mWL 1.30 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 8.24 8.24 8.42 8.4233.6
9 8.55 8.55 50.474 50.474 0.000 73.020 623.974
B 1 4 8.55 34.20 8.68 34.7234.7
2 8.78 35.14 52.052 208.207 208.207 308.656 2711.324
C 2 2 8.76 17.52 8.86 17.7335.4
5 8.95 17.89 53.155 106.310 212.620 160.087 1432.249
D 3 4 8.89 35.58 8.99 35.9735.9
7 9.06 36.23 53.925 215.701 647.104 328.211 2973.035
E 4 1 8.89 8.89 8.99 8.9935.9
7 9.06 9.06 53.925 53.925 215.701 82.053 743.259Sys 104.415 105.834 106.867 263.531 634.618 1283.632 952.027 8483.842
s' 1 4 1S( ys )s' 104.415 423.335 106.867 634.618
n' 0 1 2S( ys )s'n' 0.000 423.335 213.735 637.069
Jarak ordinat horisontal (a) = 2.6 mTinggi sarat (d) = 0.8667 mJarak ordinat vertikal (b) = 0.2167 mJarak sekat ke midship (e) = -12.105 m
PERHITUNGAN TANGKI BALLAST VI
V = 2/9 x a x b x S(ys')s = 79.457 m3
W = V x g = 81.44 tonOG = S(ys')sn / S(ys')s x a+e = -6.85 mKG = S(ys)s'n' / S(ys)s' x b + d = 1.08 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 4901.78 m4
A = 2/3 x a x S(ys) = 185.24 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 825.09 m3
Jarak titik berat Y = Sx /A = 4.45 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.670406349 m
Ix'x' = Ixx - ( A x Y2 ) = 1226.62 m4 OG = -6.81013658 mIxx kiri dan kanan = 2 x Ix'x' = 2453.24 m4 Ixx = 2453.238441 m4
Tugas Merancang Kapal 2014Stabilitas Kapal
1 2 3
BERAT 71.9191597711889 150.606055163056 232.049409973333
KG 0.222053390439785 0.446618693332368 0.670406349078622
OG -6.75663488392386 -6.79073397213991 -6.81013658083356
Ixx 1970.76934544614 2291.29299852153 2453.23844130309
-250.000
250.000
750.000
1250.000
1750.000
2250.000
2750.000
BALLAST TANK VI
BERAT
KG
OG
Ixx
BERAT KG OG Ixx71.919 0.222 -6.757 1970.769150.606 0.447 -6.791 2291.293
232.049 0.670 -6.810 2453.238
Anno Fikri Ardito 18521090112140091
BALLAST TANK VIINo Faktor Faktor 0 mWL 0.2167 mWL 0.4333 mWL S S SOrd Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys' y = ys' ysA 0 1 5.20 5.20 5.76 5.76 23.06 6.26 6.26 34.514 34.514 0.000 39.181 245.256B 1 4 5.54 22.18 6.10 24.38 24.38 6.58 26.32 36.509 146.037 146.037 173.233 1140.029C 2 2 5.85 11.71 6.40 12.81 25.62 6.89 13.79 38.363 76.726 153.452 95.030 655.049D 3 4 6.12 24.49 6.70 26.79 26.79 7.21 28.83 40.121 160.485 481.454 207.861 1498.411E 4 1 6.36 6.36 6.98 6.98 27.90 7.52 7.52 41.782 41.782 167.127 56.502 424.716
Sys 69.933 76.722 82.721 191.289 459.544 948.070 571.808 3963.460
s' 1 4 1S( ys )s' 69.933 306.890 82.721 459.544
n' 0 1 2S( ys )s'n' 0.000 306.890 165.442 472.331
Jarak ordinat horisontal (a) = 1.3 mTinggi sarat (d) = 0 mJarak ordinat vertikal (b) = 0.217 mJarak sekat ke midship (e) = -19.905 m
PERHITUNGAN TANGKI BALLAST VIIV = 2/9 x a x b x S(ys')s = 28.77 m3
W = V x g = 29.49 tonOG = S(ys')sn / S(ys')s x a+e = -17.22 mKG = S(ys)s'n' / S(ys)s' x b + d = 0.22 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 1145.00 m4
A = 2/3 x a x S(ys) = 71.69 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 247.78 m3
Jarak titik berat Y = Sx /A = 3.46 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.2227301 m
Ix'x' = Ixx - ( A x Y2 ) = 288.60 m4 OG = -17.22301 m
Ixx kiri dan kanan = 2 x Ix'x' = 577.20 m4 Ixx = 577.198723 m4
Tugas Merancang Kapal 2014Stabilitas Kapal
BALLAST TANK VIINo Faktor Faktor 0.4333 mWL 0.65 mWL 0.8667 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 6.26 6.26 6.71 6.7126.8
3 7.11 7.11 40.198 40.198 0.000 50.548 359.380
B 1 4 6.58 26.32 7.04 28.1428.1
4 7.46 29.84 42.183 168.734 168.734 222.541 1659.909
C 2 2 6.89 13.79 7.35 14.6929.3
9 7.77 15.53 44.045 88.091 176.182 120.606 936.566
D 3 4 7.21 28.83 7.65 30.5830.5
8 8.02 32.09 45.815 183.260 549.779 257.474 2065.715
E 4 1 7.52 7.52 7.92 7.9231.7
0 8.24 8.24 47.450 47.450 189.800 67.819 558.499
Sys 82.721 88.052 92.804 219.692 527.732 1084.494 718.987 5580.069
s' 1 4 1S( ys )s' 82.721 352.208 92.804 527.732
n' 0 1 2S( ys )s'n' 0.000 352.208 185.607 537.815
Jarak ordinat horisontal (a) = 1.3 mTinggi sarat (d) = 0.4333 mJarak ordinat vertikal (b) = 0.2167 mJarak sekat ke midship (e) = -19.905 m
PERHITUNGAN TANGKI BALLAST VII
V = 2/9 x a x b x S(ys')s = 33.04 m3
W = V x g = 33.86 tonOG = S(ys')sn / S(ys')s x a+e = -17.23 mKG = S(ys)s'n' / S(ys)s' x b + d = 0.65 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 1612.02 m4
A = 2/3 x a x S(ys) = 80.43 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 311.56 m3
Anno Fikri Ardito 18621090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Jarak titik berat Y = Sx /A = 3.87 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.45333334 m
Ix'x' = Ixx - ( A x Y2 ) = 405.12 m4 OG = -17.228612 m
Ixx kiri dan kanan = 2 x Ix'x' = 810.25 m4 Ixx = 810.246524 m4BALLAST TANK VII
No Faktor Faktor 0.8667 mWL 1.0833 mWL 1.30 mWL S S SOrd Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 7.11 7.11 7.36 7.3629.4
5 7.52 7.52 44.078 44.078 0.000 56.567 425.446
B 1 4 7.46 29.84 7.71 30.8330.8
3 7.85 31.42 46.144 184.576 184.576 246.766 1938.202
C 2 2 7.77 15.53 8.01 16.0132.0
2 8.14 16.29 47.930 95.860 191.721 132.620 1079.939
D 3 4 8.02 32.09 8.24 32.9732.9
7 8.37 33.48 49.359 197.437 592.310 280.295 2346.346
E 4 1 8.24 8.24 8.42 8.4233.6
9 8.55 8.55 50.474 50.474 201.896 73.020 623.974
Sys 92.804 95.592 97.254 237.985 572.425 1170.504 789.269 6413.907
s' 1 4 1S( ys )s' 92.804 382.368 97.254 572.425
n' 0 1 2S( ys )s'n' 0.000 382.368 194.508 576.876
Jarak ordinat horisontal (a) = 1.3 mTinggi sarat (d) = 0.8667 mJarak ordinat vertikal (b) = 0.2167 mJarak sekat ke midship (e) = -19.905 m
PERHITUNGAN TANGKI BALLAST VIIV = 2/9 x a x b x S(ys')s = 35.835 m3
W = V x g = 36.73 ton
Anno Fikri Ardito 18721090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
OG = S(ys')sn / S(ys')s x a+e = -17.25 mKG = S(ys)s'n' / S(ys)s' x b + d = 1.09 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 1852.91 m4
A = 2/3 x a x S(ys) = 84.29 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 342.02 m3
Jarak titik berat Y = Sx /A = 4.06 mMomen Inersia Permukaan Cairan pada Tangki : KG = 0.68519215 m
Ix'x' = Ixx - ( A x Y2 ) = 465.08 m4 OG = -17.235265 m
Ixx kiri dan kanan = 2 x Ix'x' = 930.17 m4 Ixx = 930.169133 m4
1 2 3
BERAT 29.4876682489278 63.3508197520611 100.081786567461
KG 0.222730100271204 0.453333341909117 0.685192145765346
OG -17.2230101914138 -17.2286121891333 -17.235265480961
Ixx 577.198723233175 810.246524029253 930.169133342293
-100.000
100.000
300.000
500.000
700.000
900.000
BALLAST TANK VII
BERAT
KG
OG
Ixx
Anno Fikri Ardito 18821090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
BERAT KG OG Ixx29.488 0.223 -17.223 577.19963.351 0.453 -17.229 810.247
100.082 0.685 -17.235 930.169
CARGO OIL TANK INo Faktor Faktor 1.30 mWL 2.4333 mWL 3.5667 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s( n ) ( s ) y = ys' ys y ys ys' y = ys' ys
A 0 1 5.78 5.78 6.10 6.10 24.38 6.21 6.21 36.369 36.369 0.000 38.512 238.997
B 1 4 5.15 20.59 5.48 21.91 21.91 5.59 22.37 32.645 130.578 130.578 125.086 699.495
C 2 2 4.41 8.82 4.74 9.47 18.95 4.85 9.70 28.209 56.418 112.836 47.074 228.380
D 3 4 3.56 14.24 3.86 15.44 15.44 3.97 15.89 22.975 91.902 275.705 63.133 250.813
E 4 1 2.61 2.61 2.86 2.86 11.46 2.97 2.97 17.037 17.037 68.150 8.838 26.275Sys 52.039 55.781 57.141 137.236 332.305 587.269 282.643 1443.961
s' 1 4 1S( ys )s' 52.039 223.124 57.141 332.305
n' 0 1 2S( ys )s'n' 0.000 223.124 114.283 337.407
Jarak ordinat horisontal (a) = 1.7875 mJarak ordinat vertikal (b) = 1.1333 m
Berat jenis muatan (g) = 0.78 ton/m3
Jarak sekat ke midship (e) = 38.27 m
V = 2/9 x a x b x S(ys')s = 149.59 m3
W = V x g = 116.68 tonOG = S(ys')sn / S(ys')s x a+e = 41.43 mKG = S(ys)s'n' / S(ys)s' x b + d = 2.45 m
Anno Fikri Ardito 18921090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 573.57 m4
A = 2/3 x a x S(ys) = 68.09 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 168.41 m3
Jarak titik berat Y = Sx /A = 2.47 mMomen Inersia Permukaan Cairan pada Tangki : KG = 2.4507 m
Ix'x' = Ixx - ( A x Y2 ) = 157.07 m4 OG = 41.42898 m
Ixx kiri dan kanan = 2 x Ix'x' = 314.13 m4 Ixx = 314.1343 m4CARGO OIL TANK I
No Faktor Faktor 3.5667 mWL 4.70 mWL 5.8333 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s( n ) ( s ) y = ys' ys y ys ys' y = ys' ys
A 0 1 6.21 6.21 6.33 6.33 25.32 6.45 6.45 37.980 37.980 0.000 41.595 268.261
B 1 4 5.59 22.37 5.72 22.89 22.89 5.84 23.36 34.320 137.280 137.280 136.474 797.157
C 2 2 4.85 9.70 4.98 9.96 19.92 5.10 10.20 29.873 59.745 119.490 52.042 265.474
D 3 4 3.97 15.89 4.09 16.38 16.38 4.21 16.85 24.562 98.248 294.745 70.954 298.836
E 4 1 2.97 2.97 3.08 3.08 12.32 3.18 3.18 18.475 18.475 73.901 10.140 32.288Sys 57.141 58.635 60.047 145.210 351.729 625.416 311.204 1662.016
s' 1 4 1S( ys )s' 57.141 234.540 60.047 351.729
n' 0 1 2S( ys )s'n' 0.000 234.540 120.094 354.635
Jarak ordinat horisontal (a) = 1.7875 mJarak ordinat vertikal (b) = 1.1333 m
Berat jenis muatan (g) = 0.78 ton/m3 0Jarak sekat ke midship (e) = 38.27 m
V = 2/9 x a x b x S(ys')s = 158.34 m3
W = V x g = 123.50 tonOG = S(ys')sn / S(ys')s x a+e = 41.45 mKG = S(ys)s'n' / S(ys)s' x b + d = 4.71 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 660.19 m4
Anno Fikri Ardito 19021090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
A = 2/3 x a x S(ys) = 71.56 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 185.43 m3
Jarak titik berat Y = Sx /A = 2.59 mMomen Inersia Permukaan Cairan pada Tangki : KG = 3.6121 m
Ix'x' = Ixx - ( A x Y2 ) = 179.69 m4 OG = 41.43896 m
Ixx kiri dan kanan = 2 x Ix'x' = 359.38 m4 Ixx = 359.3771 m4CARGO OIL TANK I
No Faktor Faktor 5.8333 mWL 6.9667 mWL 8.10 mWL S S SOrd Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys' y = ys' ys
A 0 1 6.45 6.45 6.55 6.55 26.20 6.66 6.66 39.304 39.304 0.000 44.341 295.262
B 1 4 5.84 23.36 5.99 23.96 23.96 6.05 24.19 35.846 143.384 143.384 146.299 884.771
C 2 2 5.10 10.20 5.20 10.40 20.79 5.31 10.61 31.200 62.400 124.800 56.301 298.716
D 3 4 4.21 16.85 4.31 17.24 17.24 4.42 17.66 25.869 103.474 310.423 77.994 344.396
E 4 1 3.18 3.18 3.28 3.28 13.14 3.39 3.39 19.711 19.711 78.842 11.493 38.965
Sys 60.047 61.428 62.514 151.929 368.273 657.449 336.428 1862.110
s' 1 4 1S( ys )s' 60.047 245.712 62.514 368.273
n' 0 1 2S( ys )s'n' 0.000 245.712 125.028 370.740
Jarak ordinat horisontal (a) = 1.7875 mJarak ordinat vertikal (b) = 1.1333 m
Berat jenis muatan (g) = 0.78 ton/m3 0Jarak sekat ke midship (e) = 38.27 m
V = 2/9 x a x b x S(ys')s = 165.79 m3
W = V x g = 129.31 tonOG = S(ys')sn / S(ys')s x a+e = 41.46 mKG = S(ys)s'n' / S(ys)s' x b + d = 6.97 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 739.67 m4
Anno Fikri Ardito 19121090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
A = 2/3 x a x S(ys) = 74.50 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 200.45 m3
Jarak titik berat Y = Sx /A = 2.69 mMomen Inersia Permukaan Cairan pada Tangki : KG = 4.788722 m
Ix'x' = Ixx - ( A x Y2 ) = 200.28 m4 OG = 41.4467 m
Ixx kiri dan kanan = 2 x Ix'x' = 400.57 m4 Ixx = 400.5697 m4
1 2 3
BERAT 116.683517298682 240.187498792908 369.500643113268
KG 2.45069964336947 3.61210015725838 4.78872230689867
OG 41.4289772278274 41.4389599924565 41.4467036270713
Ixx 314.134275615241 359.377072542097 400.569662672284
25.00075.000
125.000175.000225.000275.000325.000375.000425.000
CARGO OIL TANK I
BERATKGOGIxx
BERAT KG OG Ixx116.684 2.451 41.429 314.134
240.187 3.61210015741.4389599
9 359.377369.501 4.788722307 41.4467036 400.570
Anno Fikri Ardito 19221090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
3
CARGO OIL TANK IINo Faktor Faktor 1.30 mWL 2.4333 mWL 3.5667 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s( n ) ( s ) y = ys' ys y ys ys' y = ys' ys
A 0 1 7.71 7.71 7.88 7.88 31.51 7.95 7.95 47.18 47.18 0.00 63.20 502.40
B 1 4 7.47 29.87 7.65 30.61 30.61 7.74 30.95 45.82 183.27 183.27 239.41 1852.15
C 2 2 7.11 14.22 7.31 14.62 29.24 7.39 14.78 43.74 87.49 174.97 109.23 807.27
D 3 4 6.55 26.19 6.80 27.21 27.21 6.89 27.58 40.65 162.61 487.83 190.14 1310.90
E 4 1 5.79 5.79 6.10 6.10 24.38 6.21 6.21 36.38 36.38 145.52 38.51 239.00Sys 83.78 86.42 87.46 213.77 516.92 991.59 640.49 4711.71
s' 1 4 1S( ys )s' 83.78 345.68 87.46 516.92
n' 0 1 2S( ys )s'n' 0.00 345.68 174.92 520.60
Jarak ordinat horisontal (a) = 2.60 mJarak ordinat vertikal (b) = 1.13 m
Berat jenis muatan (g) = 0.78 ton/m3 0Jarak sekat ke midship (e) = 29.50 m
V = 2/9 x a x b x S(ys')s = 338.48 m3
W = V x g = 264.01 tonOG = S(ys')sn / S(ys')s x a+e = 34.48 mKG = S(ys)s'n' / S(ys)s' x b + d = 2.44 m
Anno Fikri Ardito 19321090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 2722.32 m4
A = 2/3 x a x S(ys) = 151.60 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 555.09 m3
Jarak titik berat Y = Sx /A = 3.66 mMomen Inersia Permukaan Cairan pada Tangki : KG = 2.441362 m
Ix'x' = Ixx - ( A x Y2 ) = 689.81 m4 OG = 34.48249 m
Ixx kiri dan kanan = 2 x Ix'x' = 1379.61 m4 Ixx = 1379.611 m4CARGO OIL TANK II
No Faktor Faktor 3.5667 mWL 4.70 mWL 5.8333 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s( n ) ( s ) y = ys' ys y ys ys' y = ys' ys
A 0 1 7.95 7.95 8.00 8.00 32.00 8.01 8.01 47.958 47.958 0.000 64.181 514.173
B 1 4 7.74 30.95 7.81 31.25 31.25 7.86 31.46 46.850 187.398 187.398 247.395 1945.614
C 2 2 7.39 14.78 7.49 14.98 29.95 7.59 15.17 44.930 89.860 179.719 115.092 873.075
D 3 4 6.89 27.58 7.01 28.04 28.04 7.13 28.50 42.057 168.228 504.683 203.097 1447.186
E 4 1 6.21 6.21 6.33 6.33 25.32 6.45 6.45 37.980 37.980 151.920 41.595 268.261Sys 87.460 88.593 89.593 219.775 531.424 1023.720 671.359 5048.309
s' 1 4 1S( ys )s' 87.460 354.372 89.593 531.424
n' 0 1 2S( ys )s'n' 0.000 354.372 179.185 533.557
Jarak ordinat horisontal (a) = 2.60 mJarak ordinat vertikal (b) = 1.13 m
Berat jenis muatan (g) = 0.78 ton/m3 0Jarak sekat ke midship (e) = 29.50 m
V = 2/9 x a x b x S(ys')s = 347.97 m3
W = V x g = 271.42 tonOG = S(ys')sn / S(ys')s x a+e = 34.50 mKG = S(ys)s'n' / S(ys)s' x b + d = 4.70 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 2916.80 m4
Anno Fikri Ardito 19421090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
A = 2/3 x a x S(ys) = 155.29 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 581.84 m3
Jarak titik berat Y = Sx /A = 3.75 mMomen Inersia Permukaan Cairan pada Tangki : KG = 3.588612 m
Ix'x' = Ixx - ( A x Y2 ) = 736.78 m4 OG = 34.49318 m
Ixx kiri dan kanan = 2 x Ix'x' = 1473.56 m4 Ixx = 1473.561 m4CARGO OIL TANK II
No Faktor Faktor 5.8333 mWL 6.9667 mWL 8.10 mWL S S SOrd Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys' y = ys' ys
A 0 1 8.01 8.01 8.02 8.02 32.08 8.08 8.08 48.167 48.167 0.000 65.286 527.514
B 1 4 7.86 31.46 7.91 31.64 31.64 7.96 31.82 47.465 189.860 189.860 253.198 2014.469
C 2 2 7.59 15.17 7.68 15.35 30.70 7.76 15.52 46.050 92.100 184.200 120.451 934.758
D 3 4 7.13 28.50 7.23 28.92 28.92 7.34 29.34 43.379 173.517 520.550 215.221 1578.686
E 4 1 6.45 6.45 6.55 6.55 26.20 6.66 6.66 39.304 39.304 157.216 44.341 295.262Sys 89.593 90.482 91.425 224.365 542.947 1051.826 698.497 5350.690
s' 1 4 1S( ys )s' 89.593 361.930 91.425 542.947
n' 0 1 2S( ys )s'n' 0.000 361.930 182.850 544.780
Jarak ordinat horisontal (a) = 2.60 mJarak ordinat vertikal (b) = 1.13 m
Berat jenis muatan (g) = 0.78 ton/m3 0Jarak sekat ke midship (e) = 29.50 m
V = 2/9 x a x b x S(ys')s = 355.52 m3
W = V x g = 277.31 tonOG = S(ys')sn / S(ys')s x a+e = 34.53 mKG = S(ys)s'n' / S(ys)s' x b + d = 4.80 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 3091.51 m4
Anno Fikri Ardito 19521090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
A = 2/3 x a x S(ys) = 158.47 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 605.36 m3
Jarak titik berat Y = Sx /A = 3.82 mMomen Inersia Permukaan Cairan pada Tangki : KG = 4.003242 m
Ix'x' = Ixx - ( A x Y2 ) = 778.99 m4 OG = 34.50637 m
Ixx kiri dan kanan = 2 x Ix'x' = 1557.98 m4 Ixx = 1557.979 m4
1 2 3
BERAT 264.01158789824 535.431262936267 812.736405436107
KG 2.44136237690533 3.58861178929034 4.00324183143967
OG 34.4824949895458 34.4931780390578 34.5063747448454
Ixx 1379.61077830069 1473.56143387758 1557.97910633027
100.000300.000500.000700.000900.000
1100.0001300.0001500.0001700.000
CARGO OIL TANK II
BERATKGOGIxx
BERAT KG OG Ixx264.012 2.441 34.482 1379.611
535.431 3.58861178934.4931780
4 1473.561
812.736 4.00324183134.5063747
4 1557.979
Anno Fikri Ardito 19621090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
CARGO OIL TANK IIINo Faktor Faktor 1.30 mWL 2.4333 mWL 3.5667 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 8.06 8.06 8.10 8.1032.4
0 8.10 8.10 48.558 48.558 0.000 65.610 531.441
B 1 4 8.06 32.23 8.10 32.4032.4
0 8.10 32.40 48.558194.23
3 194.233262.44
02125.76
4
C 2 2 8.06 16.12 8.10 16.2032.4
0 8.10 16.20 48.558 97.117 194.233131.22
01062.88
2
D 3 4 7.92 31.67 8.02 32.0732.0
7 8.06 32.22 48.045192.17
9 576.536259.59
72091.31
0
E 4 1 7.71 7.71 7.87 7.8731.4
9 7.95 7.95 47.156 47.156 188.625 63.198 502.403
Sys 95.792 96.644 96.874240.87
6579.24
31153.62
8782.06
46313.80
0
s' 1 4 1
S( ys )s' 95.792386.57
8 96.874579.24
3
n' 0 1 2
S( ys )s'n' 0.000386.57
8 193.747580.32
5Jarak ordinat horisontal (a) = 2.60 mJarak ordinat vertikal (b) = 1.13 m
Anno Fikri Ardito 19721090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Berat jenis muatan (g) = 0.78 ton/m3 0Jarak sekat ke midship (e) = 19.10 m
V = 2/9 x a x b x S(ys')s = 379.29 m3
W = V x g = 295.84 tonOG = S(ys')sn / S(ys')s x a+e = 24.27 mKG = S(ys)s'n' / S(ys)s' x b + d = 2.44 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) =3647.9
7 m4
A = 2/3 x a x S(ys) = 167.91 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 677.79 m3
Jarak titik berat Y = Sx /A = 4.04 m
Momen Inersia Permukaan Cairan pada Tangki : KG =2.43541656
2 m
Ix'x' = Ixx - ( A x Y2 ) = 912.07 m4 OG =24.2731925
1 m
Ixx kiri dan kanan = 2 x Ix'x' =1824.1
4 m4 Ixx =1824.13523
3 m4CARGO OIL TANK III
No Faktor Faktor 3.5667 mWL 4.70 mWL 5.8333 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s( n ) ( s ) y = ys' ys y ys ys' y = ys' ys
A 0 1 8.10 8.10 8.10 8.1032.4
0 8.10 8.10 48.600 48.600 0.000 65.610 531.441
B 1 4 8.10 32.40 8.10 32.4032.4
0 8.10 32.40 48.600 194.400 194.400 262.440 2125.764
C 2 2 8.10 16.20 8.10 16.2032.4
0 8.10 16.20 48.600 97.200 194.400 131.220 1062.882
D 3 4 8.06 32.22 8.07 32.3032.3
0 8.07 32.30 48.425 193.700 581.101 260.751 2105.281
E 4 1 7.95 7.95 8.00 8.0032.0
0 8.01 8.01 47.958 47.958 191.833 64.181 514.173
Sys 96.874 96.995 97.007 242.183 581.859 1161.734 784.202 6339.541
s' 1 4 1
Anno Fikri Ardito 19821090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
S( ys )s' 96.874 387.978 97.007 581.859
n' 0 1 2S( ys )s'n' 0.000 387.978 194.014 581.992
Jarak ordinat horisontal (a) = 2.60 mJarak ordinat vertikal (b) = 1.13 m
Berat jenis muatan (g) = 0.78 ton/m3 0Jarak sekat ke midship (e) = 19.10 m
V = 2/9 x a x b x S(ys')s = 381.00 m3
W = V x g = 297.18 tonOG = S(ys')sn / S(ys')s x a+e = 24.29 mKG = S(ys)s'n' / S(ys)s' x b + d = 4.70 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) =3662.8
5 m4
A = 2/3 x a x S(ys) = 168.15 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 679.64 m3
Jarak titik berat Y = Sx /A = 4.04 mMomen Inersia Permukaan Cairan pada Tangki : KG = 3.570388796 m
Ix'x' = Ixx - ( A x Y2 ) = 915.74 m4 OG = 24.27967993 m
Ixx kiri dan kanan = 2 x Ix'x' =1831.4
8 m4 Ixx = 1831.475017 m4CARGO OIL TANK III
No Faktor Faktor 5.8333 mWL 6.9667 mWL 8.10 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s( n ) ( s ) y = ys' ys y ys ys' y = ys' ys
A 0 1 8.10 8.10 8.10 8.1032.4
0 8.10 8.10 48.600 48.600 0.000 65.610 531.441
B 1 4 8.10 32.40 8.10 32.4032.4
0 8.10 32.40 48.600 194.400 194.400 262.440 2125.764
C 2 2 8.00 16.00 8.10 16.2032.4
0 8.10 16.20 48.500 97.000 194.000 131.220 1062.882
D 3 4 8.07 32.30 8.08 32.3132.3
1 8.08 32.31 48.458 193.832 581.495 260.965 2107.864
Anno Fikri Ardito 19921090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
E 4 1 8.01 8.01 8.02 8.0232.0
8 8.03 8.03 48.117 48.117 192.468 64.481 517.782
Sys 96.807 97.026 97.039 242.275 581.949 1162.362 784.716 6345.732
s' 1 4 1S( ys )s' 96.807 388.103 97.039 581.949
n' 0 1 2S( ys )s'n' 0.000 388.103 194.078 582.180
Jarak ordinat horisontal (a) = 2.60 mJarak ordinat vertikal (b) = 1.13 m
Berat jenis muatan (g) = 0.78 ton/m3 0Jarak sekat ke midship (e) = 19.10 m
V = 2/9 x a x b x S(ys')s = 381.06 m3
W = V x g = 297.22 tonOG = S(ys')sn / S(ys')s x a+e = 24.29 mKG = S(ys)s'n' / S(ys)s' x b + d = 6.97 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 3666.42 m4
A = 2/3 x a x S(ys) = 168.20 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 680.09 m3
Jarak titik berat Y = Sx /A = 4.04 mMomen Inersia Permukaan Cairan pada Tangki : KG = 4.704425392 m
Ix'x' = Ixx - ( A x Y2 ) = 916.62 m4 OG = 24.28250574 mIxx kiri dan kanan = 2 x Ix'x' = 1833.25 m4 Ixx = 1833.24512 m4
Anno Fikri Ardito 20021090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
1 2 3
BERAT 295.842980897707 593.021752586293 890.246439848827
KG 2.43541656164457 3.57038879627953 4.7044253917572
OG 24.2731925105034 24.2796799307348 24.282505742089
Ixx 1824.13523339753 1831.47501668131 1833.2451202851
100.000300.000500.000700.000900.000
1100.0001300.0001500.0001700.0001900.000
CARGO OIL TANK III
BERATKGOGIxx
BERAT KG OG Ixx295.843 2.435 24.273 1824.135593.022 3.57038879
624.27967993 1831.475
890.2464.70442539
2 24.28250574 1833.245
Anno Fikri Ardito 20121090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
CARGO OIL TANK IVNo Faktor Faktor 1.30 mWL 2.4333 mWL 3.5667 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 9.06 9.06 8.10 8.1032.4
0 8.10 8.10 49.558 49.558 0.000 65.610 531.441
B 1 4 9.06 36.23 8.10 32.4032.4
0 8.10 32.40 49.558 198.233 198.233 262.440 2125.764
C 2 2 9.06 18.12 8.10 16.2032.4
0 8.10 16.20 49.558 99.117 198.233 131.220 1062.882
D 3 4 9.06 36.23 8.10 32.4032.4
0 8.10 32.40 49.558 198.233 594.700 262.440 2125.764
E 4 1 9.06 9.06 8.10 8.1032.4
0 8.10 8.10 49.558 49.558 198.233 65.610 531.441Sys 108.700 97.200 97.200 247.792 594.700 1189.399 787.320 6377.292
s' 1 4 1S( ys )s' 108.700 388.800 97.200 594.700
n' 0 1 2S( ys )s'n' 0.000 388.800 194.400 583.200
Jarak ordinat horisontal (a) = 2.60 mJarak ordinat vertikal (b) = 1.13 mJarak sekat ke midship (e) = 8.70 m
V = 2/9 x a x b x S(ys')s = 389.407 m3
W = V x g = 303.737 tonOG = S(ys')sn / S(ys')s x a+e = 13.895 mKG = S(ys)s'n' / S(ys)s' x b + d = 2.411 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 3684.658 m4
A = 2/3 x a x S(ys) = 168.480 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 682.344 m3
Anno Fikri Ardito 20221090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Jarak titik berat Y = Sx /A = 4.050 mMomen Inersia Permukaan Cairan pada Tangki : KG = 2.41138558 m
Ix'x' = Ixx - ( A x Y2 ) = 921.164 m4 OG = 13.895 mIxx kiri dan kanan = 2 x Ix'x' = 1842.329 m4 Ixx = 1842.3288 m4
CARGO OIL TANK IVNo Faktor Faktor 3.5667 mWL 4.70 mWL 5.8333 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 8.10 8.10 8.10 8.1032.4
0 8.10 8.10 48.600 48.600 0.000 65.610 531.441
B 1 4 8.10 32.40 8.10 32.4032.4
0 8.10 32.40 48.600 194.400 194.400 262.440 2125.764
C 2 2 8.10 16.20 8.10 16.2032.4
0 8.10 16.20 48.600 97.200 194.400 131.220 1062.882
D 3 4 8.10 32.40 8.10 32.4032.4
0 8.10 32.40 48.600 194.400 583.200 262.440 2125.764
E 4 1 7.71 7.71 8.10 8.1032.4
0 8.10 8.10 48.212 48.212 192.849 65.610 531.441Sys 96.812 97.200 97.200 242.612 582.812 1164.849 787.320 6377.292
s' 1 4 1
S( ys )s' 96.812388.80
0 97.200 582.812
n' 0 1 2
S( ys )s'n' 0.000388.80
0 194.400 583.200Jarak ordinat horisontal (a) = 2.60 mJarak ordinat vertikal (b) = 1.13 mJarak sekat ke midship (e) = 8.70 m
V = 2/9 x a x b x S(ys')s = 381.623 m3
Anno Fikri Ardito 20321090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
W = V x g = 297.666 tonOG = S(ys')sn / S(ys')s x a+e = 13.892 mKG = S(ys)s'n' / S(ys)s' x b + d = 4.701 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 3684.658 m4
A = 2/3 x a x S(ys) = 168.480 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 682.344 m3
Jarak titik berat Y = Sx /A = 4.050 mMomen Inersia Permukaan Cairan pada Tangki : KG = 3.544513842 m
Ix'x' = Ixx - ( A x Y2 ) = 921.164 m4 OG = 13.89328744 mIxx kiri dan kanan = 2 x Ix'x' = 1842.329 m4 Ixx = 1842.3288 m4
CARGO OIL TANK IVNo Faktor Faktor 5.8333 mWL 6.9667 mWL 8.10 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 8.10 8.10 8.10 8.1032.4
0 8.10 8.10 48.600 48.600 0.000 65.610 531.441
B 1 4 8.10 32.40 8.10 32.4032.4
0 8.10 32.40 48.600 194.400 194.400 262.440 2125.764
C 2 2 8.10 16.20 8.10 16.2032.4
0 8.10 16.20 48.600 97.200 194.400 131.220 1062.882
D 3 4 8.10 32.40 8.10 32.4032.4
0 8.10 32.40 48.600 194.400 583.200 262.440 2125.764
E 4 1 8.10 8.10 8.10 8.1032.4
0 8.10 8.10 48.600 48.600 194.400 65.610 531.441Sys 97.200 97.200 97.200 243.000 583.200 1166.400 787.320 6377.292
s' 1 4 1S( ys )s' 97.200 388.800 97.200 583.200
n' 0 1 2
Anno Fikri Ardito 20421090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
S( ys )s'n' 0.000 388.800 194.400 583.200Jarak ordinat horisontal (a) = 2.60 mJarak ordinat vertikal (b) = 1.13 mJarak sekat ke midship (e) = 8.70 m
V = 2/9 x a x b x S(ys')s = 381.877 m3
W = V x g = 297.864 tonOG = S(ys')sn / S(ys')s x a+e = 13.895 mKG = S(ys)s'n' / S(ys)s' x b + d = 6.967 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 3684.658 m4
A = 2/3 x a x S(ys) = 168.480 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 682.344 m3
Jarak titik berat Y = Sx /A = 4.050 mMomen Inersia Permukaan Cairan pada Tangki : KG = 4.678010333 m
Ix'x' = Ixx - ( A x Y2 ) = 921.164 m4 OG = 13.89385469 mIxx kiri dan kanan = 2 x Ix'x' = 1842.329 m4 Ixx = 1842.3288 m4
Anno Fikri Ardito 20521090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
1 2 3
BERAT 303.73719087712 601.403004738294 899.266883778294
KG 2.41138558021563 3.54451384159377 4.67801033294603
OG 13.895 13.8932874396673 13.8938546904723
Ixx 1842.3288 1842.3288 1842.3288
100.000300.000500.000700.000900.000
1100.0001300.0001500.0001700.0001900.000
CARGO OIL TANK IV
BERATKGOGIxx
BERAT KG OG Ixx303.737 2.411 13.895 1842.329
601.4033.54451384
2 13.89328744 1842.329
899.2674.67801033
3 13.89385469 1842.329
Anno Fikri Ardito 20621090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
CARGO OIL TANK VNo Faktor Faktor 1.30 mWL 2.4333 mWL 3.5667 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s( n ) ( s ) y = ys' ys y ys ys' y = ys' ys
A 0 1 8.06 8.06 8.10 8.10 32.40 8.10 8.10 48.558 48.558 0.000 65.610 531.441
B 1 4 8.06 32.23 8.10 32.40 32.40 8.10 32.40 48.558 194.233 194.233 262.440 2125.764
C 2 2 8.06 16.12 8.10 16.20 32.40 8.10 16.20 48.558 97.117 194.233 131.220 1062.882
D 3 4 8.06 32.23 8.10 32.40 32.40 8.10 32.40 48.558 194.233 582.700 262.440 2125.764
E 4 1 8.06 8.06 8.10 8.10 32.40 8.10 8.10 48.558 48.558 194.233 65.610 531.441Sys 96.700 97.200 97.200 242.792 582.700 1165.399 787.320 6377.292
s' 1 4 1S( ys )s' 96.700 388.800 97.200 582.700
n' 0 1 2S( ys )s'n' 0.000 388.800 194.400 583.200
Jarak ordinat horisontal (a) = 2.60 mJarak ordinat vertikal (b) = 1.13 mJarak sekat ke midship (e) = -1.705 m
V = 2/9 x a x b x S(ys')s = 381.55 m3
W = V x g = 297.61 tonOG = S(ys')sn / S(ys')s x a+e = 3.50 mKG = S(ys)s'n' / S(ys)s' x b + d = 2.43 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 3684.66 m4
A = 2/3 x a x S(ys) = 168.48 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 682.34 m3
Jarak titik berat Y = Sx /A = 4.05 mMomen Inersia Permukaan Cairan pada Tangki : KG = 2.43427323 m
Ix'x' = Ixx - ( A x Y2 ) = 921.16 m4 OG = 3.495 m
Ixx kiri dan kanan = 2 x Ix'x' = 1842.33 m4 Ixx = 1842.3288m4
Anno Fikri Ardito 20721090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
CARGO OIL TANK VNo Faktor Faktor 3.5667 mWL 4.70 mWL 5.8333 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s( n ) ( s ) y = ys' ys y ys ys' y = ys' ys
A 0 1 8.10 8.10 8.10 8.10 32.40 8.10 8.10 48.600 48.600 0.000 65.610 531.441
B 1 4 8.10 32.40 8.10 32.40 32.40 8.10 32.40 48.600 194.400 194.400 262.440 2125.764
C 2 2 8.10 16.20 8.10 16.20 32.40 8.10 16.20 48.600 97.200 194.400 131.220 1062.882
D 3 4 8.10 32.40 8.10 32.40 32.40 8.10 32.40 48.600 194.400 583.200 262.440 2125.764
E 4 1 8.10 8.10 8.10 8.10 32.40 8.10 8.10 48.600 48.600 194.400 65.610 531.441
Sys 97.200 97.200 97.200 243.000 583.200 1166.400 787.320 6377.292
s' 1 4 1S( ys )s' 97.200 388.800 97.200 583.200
n' 0 1 2S( ys )s'n' 0.000 388.800 194.400 583.200
Jarak ordinat horisontal (a) = 2.6 mJarak ordinat vertikal (b) = 1.13 mJarak sekat ke midship (e) = -1.705 m
V = 2/9 x a x b x S(ys')s = 381.88 m3
W = V x g = 297.86 tonOG = S(ys')sn / S(ys')s x a+e = 3.50 mKG = S(ys)s'n' / S(ys)s' x b + d = 4.70 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 3684.66 m4
A = 2/3 x a x S(ys) = 168.48 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 682.34 m3
Jarak titik berat Y = Sx /A = 4.05 mMomen Inersia Permukaan Cairan pada Tangki : KG = 3.56762284 m
Ix'x' = Ixx - ( A x Y2 ) = 921.16 m4 OG = 3.495 m
Ixx kiri dan kanan = 2 x Ix'x' = 1842.33 m4 Ixx = 1842.3288 m4CARGO OIL TANK V
No Faktor Faktor 5.8333 mWL 6.9667 mWL 8.10 mWL S S S
Anno Fikri Ardito 20821090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys' y = ys' ys
A 0 1 8.10 8.10 8.10 8.10 32.40 8.10 8.10 48.600 48.600 0.000 65.610 531.441
B 1 4 8.10 32.40 8.10 32.40 32.40 8.10 32.40 48.600 194.400 194.400 262.440 2125.764
C 2 2 8.10 8.00 8.10 16.20 32.40 8.10 16.20 48.600 97.200 194.400 131.220 1062.882
D 3 4 8.10 32.40 8.10 32.40 32.40 8.10 32.40 48.600 194.400 583.200 262.440 2125.764
E 4 1 8.10 8.10 8.10 8.10 32.40 8.10 8.10 48.600 48.600 194.400 65.610 531.441
Sys 89.000 97.200 97.200 243.000 583.200 1166.400 787.320 6377.292
s' 1 4 1S( ys )s' 89.000 388.800 97.200 575.000
n' 0 1 2S( ys )s'n' 0.000 388.800 194.400 583.200
Jarak ordinat horisontal (a) = 2.6 mJarak ordinat vertikal (b) = 1.13 mJarak sekat ke midship (e) = -1.705 m
V = 2/9 x a x b x S(ys')s = 381.877 m3
W = V x g = 297.86 tonOG = S(ys')sn / S(ys')s x a+e = 3.50 mKG = S(ys)s'n' / S(ys)s' x b + d = 6.98 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 3684.66 m4
A = 2/3 x a x S(ys) = 168.48 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 682.34 m3
Jarak titik berat Y = Sx /A = 4.05 mMomen Inersia Permukaan Cairan pada Tangki : KG = 4.70632819 m
Ix'x' = Ixx - ( A x Y2 ) = 921.16 m4 OG = 3.495 m
Ixx kiri dan kanan = 2 x Ix'x' = 1842.33 m4 Ixx = 1842.3288 m4
Anno Fikri Ardito 20921090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
1 2 3
BERAT 297.60830447712 595.47218351712 893.33606255712
KG 2.4342732344419 3.56762283819293 4.70632818572283
OG 3.495 3.495 3.495
Ixx 1842.3288 1842.3288 1842.3288
100.000300.000500.000700.000900.000
1100.0001300.0001500.0001700.0001900.000
CARGO OIL TANK V
BERATKGOGIxx
BERAT KG OG Ixx297.608 2.434 3.495 1842.329
595.4723.5676228
4 3.495 1842.329
893.3364.7063281
9 3.495 1842.329
Anno Fikri Ardito 21021090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
CARGO OIL TANK VINo Faktor Faktor 1.30 mWL 2.4333 mWL 3.5667 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s )y = ys' ys y ys ys' y = ys' ys
A 0 1 7.55 7.55 7.79 7.7931.1
6 8.85 8.85 47.564 47.564 0.000 78.384 693.977
B 1 4 7.78 31.14 8.01 32.0432.0
4 9.05 36.21 48.879 195.518 195.518 327.784 2967.230
C 2 2 7.95 15.89 8.08 16.1732.3
3 9.09 18.18 49.368 98.737 197.473 165.271 1502.377
D 3 4 8.06 32.23 8.10 32.4032.4
0 9.10 36.40 49.558 198.233 594.700 331.240 3014.284
E 4 1 8.06 8.06 8.10 8.1032.4
0 9.10 9.10 49.558 49.558 198.233 82.810 753.571
Sys94.86
7 96.500 108.744 244.928 589.609 1185.924 985.489 8931.439
s' 1 4 1
S( ys )s'94.86
7 385.998 108.744 589.609
n' 0 1 2S( ys )s'n' 0.000 385.998 217.488 603.486
Jarak ordinat horisontal (a) = 2.60 mJarak ordinat vertikal (b) = 1.13 mJarak sekat ke midship (e) = -12.11 m
V = 2/9 x a x b x S(ys')s = 386.073 m3
W = V x g = 301.137 tonOG = S(ys')sn / S(ys')s x a+e = -6.875 mKG = S(ys)s'n' / S(ys)s' x b + d = 2.460 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 5160.387 m4
A = 2/3 x a x S(ys) = 188.489 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 854.090 m3
Anno Fikri Ardito 21121090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Jarak titik berat Y = Sx /A = 4.531 mMomen Inersia Permukaan Cairan pada Tangki : KG = 2.45997327 m
Ix'x' = Ixx - ( A x Y2 ) = 1290.300 m4 OG = -6.8754321 m
Ixx kiri dan kanan = 2 x Ix'x' = 2580.600 m4 Ixx = 2580.59955 m4CARGO OIL TANK VI
No Faktor Faktor 3.5667 mWL 4.70 mWL 5.8333 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s )y = ys' ys y ys ys'
y = ys' ys
A 0 1 8.85 8.85 8.90 8.90 35.62 7.85 7.85 52.327 52.327 0.000 61.677 484.384
B 1 4 9.05 36.21 9.06 36.23 36.23 8.05 32.21 53.338 213.352 213.352 259.365 2088.507
C 2 2 9.09 18.18 9.09 18.18 36.36 8.09 16.18 53.543 107.086 214.171 130.909 1059.107
D 3 4 9.10 36.40 9.10 36.40 36.40 8.10 32.40 53.600 214.400 643.200 262.440 2125.764
E 4 1 9.10 9.10 9.10 9.10 36.40 8.10 8.10 53.600 53.600 214.400 65.610 531.441
Sys108.74
4108.81
9 96.744 266.407 640.764 1285.123 780.001 6289.204
s' 1 4 1
S( ys )s'108.74
4435.27
6 96.744 640.764
n' 0 1 2
S( ys )s'n' 0.000435.27
6 193.488 628.764Jarak ordinat horisontal (a) = 2.60 mTinggi sarat (d) = 3.57 mJarak ordinat vertikal (b) = 1.13 mJarak sekat ke midship (e) = -12.11 m
V = 2/9 x a x b x S(ys')s = 419.570 m3
W = V x g = 327.264 tonOG = S(ys')sn / S(ys')s x a+e = -6.890 mKG = S(ys)s'n' / S(ys)s' x b + d = 4.679 m
Anno Fikri Ardito 21221090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 3633.762 m4
A = 2/3 x a x S(ys) = 167.689 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 676.001 m3
Jarak titik berat Y = Sx /A = 4.031 mMomen Inersia Permukaan Cairan pada Tangki : KG = 3.61549999 m
Ix'x' = Ixx - ( A x Y2 ) = 908.621 m4 OG = -6.8832342 m
Ixx kiri dan kanan = 2 x Ix'x' = 1817.241 m4 Ixx = 1817.24149 m4CARGO OIL TANK VI
No Faktor Faktor 5.8333 mWL 6.9667 mWL 8.10 mWL S S SOrd Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys' y = ys' ys
A 0 1 7.85 7.85 8.05 8.0532.2
2 8.08 8.08 48.144 48.144 0.000 65.212 526.614
B 1 4 8.05 32.21 8.07 32.2632.2
6 8.08 32.33 48.397 193.589 193.589 261.327 2112.251
C 2 2 8.09 16.18 8.10 16.2032.4
0 8.10 16.20 48.590 97.181 194.362 131.220 1062.882
D 3 4 8.10 32.40 8.10 32.4032.4
0 8.10 32.40 48.600 194.400 583.200 262.440 2125.764
E 4 1 8.10 8.10 8.10 8.1032.4
0 8.10 8.10 48.600 48.600 194.400 65.610 531.441
Sys 96.744 97.016 97.107 242.332 581.914 1165.550 785.809 6358.952
s' 1 4 1S( ys )s' 96.744 388.063 97.107 581.914
n' 0 1 2S( ys )s'n' 0.000 388.063 194.213 582.276
Jarak ordinat horisontal (a) = 2.60 mJarak ordinat vertikal (b) = 1.13 mJarak sekat ke midship (e) = -12.11 m
V = 2/9 x a x b x S(ys')s = 381.035 m3
Anno Fikri Ardito 21321090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
W = V x g = 297.207 tonOG = S(ys')sn / S(ys')s x a+e = -6.897 mKG = S(ys)s'n' / S(ys)s' x b + d = 6.967 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 3674.061 m4
A = 2/3 x a x S(ys) = 168.318 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 681.034 m3
Jarak titik berat Y = Sx /A = 4.046 mMomen Inersia Permukaan Cairan pada Tangki : KG = 4.6917434 m
Ix'x' = Ixx - ( A x Y2 ) = 918.519 m4 OG = -6.8877512 m
Ixx kiri dan kanan = 2 x Ix'x' = 1837.038 m4 Ixx = 1837.03788 m4
1 2 3
BERAT 301.13731726624 628.401566515147 925.60848000712
KG 2.45997326781875 3.61549998598799 4.69174340025375
OG -6.87543207602595 -6.88323424986268 -6.88775118771193
Ixx 2580.59955342224 1817.24148887615 1837.03787523087
-250.000
250.000
750.000
1250.000
1750.000
2250.000
2750.000
CARGO OIL TANK VI
BERATKGOGIxx
BERAT KG OG Ixx301.137 2.460 -6.875 2580.600
Anno Fikri Ardito 21421090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
628.402 3.61549999 -6.8832342 1817.241925.608 4.6917434 -6.8877512 1837.038
CARGO OIL TANK VII
No FaktorFakto
r 1.30 mWL 2.4333 mWL 3.5667 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s )y = ys' ys y ys ys'
y = ys' ys
A 0 1 5.81 5.81 6.40 6.4025.5
9 6.84 6.84 38.232 38.232 0.000 46.756 319.705
B 1 4 6.34 25.38 6.81 27.2527.2
5 7.14 28.55 40.733162.93
2 162.932 203.810 1454.815
C 2 2 6.85 13.71 7.20 14.4028.8
0 7.40 14.80 43.052 86.103 172.207 109.499 810.218
D 3 4 7.26 29.06 7.53 30.1330.1
3 7.64 30.55 45.030180.11
9 540.356 233.350 1782.304
E 4 1 7.55 7.55 7.79 7.7931.1
6 7.85 7.85 46.564 46.564 186.254 61.677 484.384
Sys 81.499 85.964 88.594213.61
0513.95
0 1061.749 655.092 4851.427
s' 1 4 1S( ys )s' 81.499 343.85 88.594 513.95
Anno Fikri Ardito 21521090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
7 0
n' 0 1 2
S( ys )s'n' 0.000343.85
7 177.188521.04
5\ Jarak ordinat horisontal (a) = 1.95 m
Tinggi sarat (d) = 1.30 mJarak ordinat vertikal (b) = 1.13 mJarak sekat ke midship (e) = -21.205 m
V = 2/9 x a x b x S(ys')s = 252.40 m3W = V x g = 196.87 tonOG = S(ys')sn / S(ys')s x a+e = -17.18 mKG = S(ys)s'n' / S(ys)s' x b + d = 2.45 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) =2102.2
8 m4
A = 2/3 x a x S(ys) = 115.17 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 425.81 m3Jarak titik berat Y = Sx /A = 3.70 mMomen Inersia Permukaan Cairan pada Tangki : KG = 2.448945 m
Ix'x' = Ixx - ( A x Y2 ) = 528.00 m4 OG = -17.176571 m
Ixx kiri dan kanan = 2 x Ix'x' =1055.9
9 m4 Ixx = 1055.9922 m4CARGO OIL TANK VII
No Faktor Faktor 3.5667 mWL 4.70 mWL 5.8333 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
A 0 1 6.84 6.84 7.26 7.2629.0
2 7.70 7.70 43.556 43.556 0.000 59.215 455.662
B 1 4 7.14 28.55 7.45 29.8029.8
0 7.78 31.12 44.718 178.874 178.874 242.132 1883.862
C 2 2 7.40 14.80 7.60 15.2130.4
2 7.85 15.71 45.670 91.339 182.678 123.330 968.472
D 3 4 7.64 30.55 7.75 31.01 31.0 7.92 31.69 46.570 186.281 558.842 251.001 1988.302
Anno Fikri Ardito 21621090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
1
E 4 1 7.85 7.85 7.90 7.9031.6
2 7.99 7.99 47.462 47.462 189.848 63.823 509.872
Sys 88.594 91.180 94.197 227.976 547.511 1110.242 739.500 5806.169
s' 1 4 1
S( ys )s' 88.594364.72
1 94.197 547.511
n' 0 1 2
S( ys )s'n' 0.000364.72
1 188.393 553.114Jarak ordinat horisontal (a) = 1.95 mTinggi sarat (d) = 3.57 mJarak ordinat vertikal (b) = 1.13 mJarak sekat ke midship (e) = -21.205 m
V = 2/9 x a x b x S(ys')s = 268.88 m3W = V x g = 209.73 tonOG = S(ys')sn / S(ys')s x a+e = -17.25 mKG = S(ys)s'n' / S(ys)s' x b + d = 4.71 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) = 2516.01 m4
A = 2/3 x a x S(ys) = 122.46 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 480.67 m3Jarak titik berat Y = Sx /A = 3.93 mMomen Inersia Permukaan Cairan pada Tangki : KG = 3.6160413 mIx'x' = Ixx - ( A x Y2 ) = 629.21 m4 OG = -17.214856 m
Ixx kiri dan kanan = 2 x Ix'x' = 1258.43 m4 Ixx = 1258.4271 m4CARGO OIL TANK VII
No Faktor Faktor 5.8333 mWL 6.9667 mWL 8.10 mWL S S S
Ord Moment Simp s' = 1 s' = 4 s' = 1 ys' (ys')s (ys')sn y2s y3s
( n ) ( s ) y = ys' ys y ys ys'y = ys' ys
Anno Fikri Ardito 21721090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
A 0 1 7.70 7.70 8.01 8.0132.0
6 8.04 8.04 47.796 47.796 0.000 64.667 520.029
B 1 4 7.78 31.12 8.03 32.1432.1
4 8.06 32.23 47.975 191.900 191.900 259.693 2092.478
C 2 2 7.85 8.00 8.04 16.0932.1
7 8.07 16.13 48.091 96.182 192.363 130.111 1049.437
D 3 4 7.92 31.69 8.05 32.1932.1
9 8.07 32.28 48.184 192.736 578.209 260.538 2102.701
E 4 1 7.99 7.99 8.05 8.0532.2
2 8.08 8.08 48.280 48.280 193.118 65.212 526.614
Sys 86.491 96.484 96.761 240.325 576.893 1155.590 780.222 6291.258
s' 1 4 1S( ys )s' 86.491 385.936 96.761 569.188
n' 0 1 2S( ys )s'n' 0.000 385.936 193.522 579.458
Jarak ordinat horisontal (a) = 1.95 mJarak ordinat vertikal (b) = 1.13 m
Berat jenis muatan (g) = 0.78 ton/m3 0Jarak sekat ke midship (e) = -21.205 m
V = 2/9 x a x b x S(ys')s =283.31
0 m3W = V x g = 220.98 tonOG = S(ys')sn / S(ys')s x a+e = -17.30 mKG = S(ys)s'n' / S(ys)s' x b + d = 6.99 m
Ixx = 2 x 1/3 x 1/3 x a x S(y3s) =2726.2
1 m4
A = 2/3 x a x S(ys) = 125.79 m2
Sx = 2 x 1/2 x 1/3 x a x S(y2s) = 507.14 m3Jarak titik berat Y = Sx /A = 4.03 mMomen Inersia Permukaan Cairan pada Tangki : KG = 4.8030317 mIx'x' = Ixx - ( A x Y2 ) = 681.56 m4 OG = -17.24445 m
Ixx kiri dan kanan = 2 x Ix'x' = 1363.1 m4 Ixx = 1363.111 m4
Anno Fikri Ardito 21821090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
1
1 2 3
BERAT 196.87132283 406.59848285602 627.58061495038
KG 2.448945030645 3.61604134640613 4.80303172664055
OG -17.176571281253 -17.2148558279986 -17.2444504926192
Ixx 1055.99215160778 1258.42709614728 1363.11099148817
-100.000100.000300.000500.000700.000900.000
1100.0001300.0001500.000
CARGO OIL TANK VII
BERATKGOGIxx
BERAT KG OG Ixx196.871 2.449 -17.177 1055.992406.598 3.6160413 -17.214856 1258.427627.581 4.8030317 -17.24445 1363.111
Anno Fikri Ardito 21921090112140091
Tugas Merancang Kapal 2014Stabilitas Kapal
Anno Fikri Ardito 22021090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
BAB VILC DIAGRAM
Dibawah ini merupakan contoh LC gambar, dan dijadikan sebagai referensi
pembanding dalam perhitungan LC gambar pada laporan ini.
Gambar 4.1 Contoh output perhitungan LC
Data Kapal
Lpp = 99.01 meter
Bmoulded = 18.2 meter
Hmoulded = 8.1 meter
T = 6.6 meter
Vd = 12,60 knot
DWT = 6940 ton
Cb = 0.75
Tipe = Oil Tanker Ship
Anno Fikri Ardito 20621090112140091
Tugas Merancang Kapal IV 2014Stabilitas kapal
KONDISI KAPAL : IKONDISI MUATAN DAN TANGKI-TANGKI
LOAD : 100 %
FUEL OIL : 100 %
LUB. OIL : 100 %
DIESEL OIL : 100 %
PROVISION : 100 %
FRESH WATER : 100 %
BALLAST WATER : 0 %Bagian Berat FG Momen KG Momen I g Ig
(ton) (m) (ton.m) (m) (ton.m) (m4) (ton/m3) (ton.m)Kapal Kosong 1987.54 -5.80 -11518.71 5.33 10600.33 0.00 0.00 0.00Ruang Muat I 369.50 41.45 15314.58 4.79 1769.44 400.57 0.78 312.44Ruang Muat II 812.74 34.51 28044.59 4.00 3253.58 1557.98 0.78 1215.22Ruang Muat III 890.25 24.28 21617.41 4.70 4188.10 1833.25 0.78 1429.93Ruang Muat IV 899.27 13.89 12494.28 4.68 4206.78 1842.33 0.78 1437.02Ruang Muat V 893.34 3.50 3122.21 4.71 4204.33 1842.33 0.78 1437.02Ruang Muat VI 925.61 -6.89 -6375.36 4.69 4342.72 1837.04 0.78 1432.89Ruang Muat VII 710.32 -17.25 -12254.10 4.79 3404.05 1935.75 0.78 1509.89T. Fuel Oil 49.35 -29.74 -1467.70 0.71 34.90 299.22 0.98 293.24T. Diesel Oil 9.07 -25.11 -227.85 0.69 6.30 71.32 0.90 64.18T. Lub. Oil 9.63 -23.81 -229.15 0.69 6.65 82.76 0.90 74.48T. Air Tawar 171.84 -41.94 -7206.14 7.11 1221.85 866.47 1.025 888.13T. Ballast I 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00T. Ballast II 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00
Anno Fikri Ardito 20721090112140091
Tugas Merancang Kapal IV 2014Stabilitas kapal
T. Ballast III 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00T. Ballast IV 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00T. Ballast V 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00T. Ballast VI 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00T. Ballast VII 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00T. After Peak 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00T. Fore Peak 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00
S1 = 7728.43 S2 = 41314.07 S3 = 37239.03 S4 = 10094.44
Lpp = 99.010 m. B = 18.200 m. FG = S2 / S1Displacement = 7728.433 ton. DT = 2.443 m. Ta = Tr + DTaFG = 5.346 m. Dta = -1.237 m. Tf = Tr - DTfTr = 2.915 m. Ta = 1.678 m. DTa = (Lpp/2 - FF)(DT/Lpp)FF = -0.641 m. DTf = -1.206 m. DTf = (Lpp/2+ FF)(DT/Lpp)FB = 2.430 m. Tf = 4.121 m. ∆T = ((ΦG-ΦB)*Disp)/MTC x 100MTC = 92.224 ton.m. T = 2.900 m. T = (Ta + Tf) / 2Displacement = 7728.43 ton.Momen = S3 37239.03 ton.m.
Ta = 1.678 m. KG = S3 / Displ 4.818 m.Tf = 4.121 m. a = KG -KB 1.848 m.Tr = 2.915 m. GG' = SIg/gV = S4/Displ 1.306 m.TKM = 7.670 m. a' = a + GG' 3.154 m.KB = 2.970 m. MG = KM - KG 2.851 m.
MG' = MG - GG' 1.545 m.PERHITUNGAN LENGKUNG .
Anno Fikri Ardito 20821090112140091
Tugas Merancang Kapal IV 2014Stabilitas kapal
STABILITASI j 0 10 20 30 40 50 60 70 80 90II sin j 0 0.174 0.342 0.500 0.643 0.766 0.866 0.940 0.985 1.000III Lc 0 0.842 1.362 1.628 2.031 2.407 2.273 2.032 1.710 1.328IV a' sin j 0 0.146 0.466 0.814 1.305 1.844 1.968 1.910 1.684 1.328V h = III - IV 0 0.696 0.896 0.814 0.725 0.563 0.305 0.123 0.026 0.000VI Integral V 0 0.696 2.288 3.998 5.537 6.826 7.693 8.120 8.269 8.295VII d=(dj/2)VI 0 0.061 0.200 0.349 0.483 0.596 0.671 0.709 0.722 0.724
Derajat 0 10 20 30 40 50 60 70 80 90
Stabilitas Statis 0 0.696 0.896 0.8140.72532
1 0.5630.304
5 0.122550.0259771
4 0
Stabilitas Dinamis 0 0.0610.199630
30.348
90.48321
3 0.5960.671
40.70862
20.7215829
40.7238498
7rad 57.300 57.300MG' 1.545 0
Anno Fikri Ardito 20921090112140091
Tugas Merancang Kapal IV 2014Stabilitas kapal
0 10 20 30 40 50 60 70 80 90 1000
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
KONDISI I
STABIL-ITAS DI-NAMIS
SUDUT OLENG (derajat)
LE
NG
AN
KO
PE
L (
m)
Anno Fikri Ardito 21021090112140091
Tugas Merancang Kapal IV 2014Stabilitas kapal
KONDISI KAPAL : IIKONDISI MUATAN DAN TANGKI-TANGKI
LOAD : 100 %
FUEL OIL : 50 %
LUB. OIL : 50 %
DIESEL OIL : 50 %
PROVISION : 50 %
FRESH WATER : 50 %
BALLAST WATER : 25 %Bagian Berat FG Momen KG Momen I g Ig
(ton) (m) (ton.m) (m) (ton.m) (m4) (ton/m3) (ton.m)Kapal Kosong 1987.54 -5.80 -11518.71 5.33 10600.33 0.00 0.00 0.00Ruang Muat I 369.50 41.45 15314.58 4.79 1769.44 400.57 0.78 312.44Ruang Muat II 812.74 34.51 28044.59 4.00 3253.58 1557.98 0.78 1215.22Ruang Muat III 890.25 24.28 21617.41 4.70 4188.10 1833.25 0.78 1429.93Ruang Muat IV 899.27 13.89 12494.28 4.68 4206.78 1842.33 0.78 1437.02Ruang Muat V 893.34 3.50 3122.21 4.71 4204.33 1842.33 0.78 1437.02Ruang Muat VI 925.61 -6.89 -6375.36 4.69 4342.72 1837.04 0.78 1432.89Ruang Muat VII 710.32 -17.25 -12254.10 4.79 3404.05 1935.75 0.78 1509.89T. Fuel Oil 24.67 -14.87 -366.93 0.35 0.87 149.61 0.98 146.62T. Diesel Oil 4.54 -12.55 -56.96 0.35 0.16 35.66 0.90 32.09T. Lub. Oil 4.81 -11.90 -57.29 0.35 0.17 41.38 0.90 37.24T. Air Tawar 85.92 -20.97 -1801.54 3.56 30.55 433.23 1.025 444.07T. Ballast I 21.67 10.35 224.29 0.17 3.79 106.05 1.025 108.71
Anno Fikri Ardito 21121090112140091
Tugas Merancang Kapal IV 2014Stabilitas kapal
T. Ballast II 50.54 8.60 434.56 0.17 8.57 453.00 1.025 464.32T. Ballast III 59.15 6.06 358.64 0.17 9.86 628.66 1.025 644.37T. Ballast IV 59.85 3.47 207.90 0.17 9.96 644.16 1.025 660.26T. Ballast V 59.59 0.87 52.06 0.17 9.90 644.16 1.025 660.26T. Ballast VI 58.01 -1.70 -98.77 0.17 9.72 613.31 1.025 628.64T. Ballast VII 25.02 -4.31 -107.81 0.17 4.29 232.54 1.025 238.36T. After Peak 68.95 -27.38 -1887.51 3.58 246.54 350.25 1.025 359.01T. Fore Peak 75.42 2.65 199.60 2.65 199.60 24.91 1.025 25.53
S1 = 8086.68 S2 = 47545.17 S3 = 36503.31 S4 = 13223.89
Lpp = 99.010 m. B = 18.200 m. FG = S2 / S1Displacement = 8086.682 ton. DT = 3.053 m. Ta = Tr + DTaFG = 5.879 m. Dta = -1.559 m. Tf = Tr - DTfTr = 3.589 m. Ta = 2.030 m. DTa = (Lpp/2 - FF)(DT/Lpp)FF = -1.068 m. DTf = -1.493 m. DTf = (Lpp/2+ FF)(DT/Lpp)FB = 2.290 m. Tf = 5.083 m. ∆T = ((ΦG-ΦB)*Disp)/MTC x 100MTC = 95.074 ton.m. T = 3.556 m. T = (Ta + Tf) / 2Displacement = 8086.682 ton.Momen = S3 36503.308 ton.m.
Ta = 2.030 m. KG =S3 / Displ 4.514 m.
Tf = 5.083 m. a = KG -KB 1.417 m.Tr = 3.589178 m. GG'= SIg/gV = S4/Displ 1.635 m.TKM = 7.672 m. a' = a + GG' 3.052 m.KB = 3.097 m. MG = KM - KG 3.158 m.
Anno Fikri Ardito 21221090112140091
Tugas Merancang Kapal IV 2014Stabilitas kapal
MG' = MG - GG' 1.523 m.PERHITUNGAN LENGKUNG STABILITAS ..
I j 0 10 20 30 40 50 60 70 80 90II sin j 0 0.174 0.342 0.500 0.643 0.766 0.866 0.940 0.985 1.000III Lc 0 0.812 1.231 1.482 1.838 2.188 2.067 1.847 1.553 1.204IV a' sin j 0 0.141 0.421 0.741 1.181 1.676 1.790 1.736 1.530 1.204V h = III - IV 0 0.671 0.810 0.741 0.656 0.512 0.277 0.111 0.024 0.000VI Integral V 0 0.671 2.151 3.702 5.099 6.268 7.057 7.445 7.580 7.604VII d=(dj/2)VI 0 0.059 0.188 0.323 0.445 0.547 0.616 0.650 0.661 0.664
Derajat 0 10 20 30 40 50 60 70 80 90
Stabilitas Statis 0 0.671 0.810 0.74090.65639
9 0.5120.2769
10.11140
3 0.0236 0Stabilitas Dinamis 0 0.059 0.1877324
0.32306
0.444998 0.547
0.61581
0.649694
0.66148
0.66353
rad 57.300 57.300MG' 1.523 0
Anno Fikri Ardito 21321090112140091
Tugas Merancang Kapal IV 2014Stabilitas kapal
0 10 20 30 40 50 60 70 80 90 1000
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
KONDISI II
STABIL-ITAS DI-NAMISSTABIL-ITAS STATIS
MG
MG'
SUDUT OLENG (derajat)
LE
NG
AN
KO
PE
L (
m)
Anno Fikri Ardito 21421090112140091
Tugas Merancang Kapal IV 2014Stabilitas kapal
KONDISI KAPAL : IIIKONDISI MUATAN DAN TANGKI-TANGKI
LOAD : 0 %
FUEL OIL : 100 %
LUB. OIL : 100 %
DIESEL OIL : 100 %
PROVISION : 100 %
FRESH WATER : 100 %
BALLAST WATER : 100 %Bagian Berat FG Momen KG Momen I g Ig
(ton) (m) (ton.m) (m) (ton.m) (m4) (ton/m3) (ton.m)Kapal Kosong 1987.54 -5.80 -11518.71 5.33 10600.33 0.00 0.00 0.00Ruang Muat I 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0.00Ruang Muat II 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0.00Ruang Muat III 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0.00Ruang Muat IV 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0.00Ruang Muat V 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0.00Ruang Muat VI 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0.00Ruang Muat VII 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0.00T. Fuel Oil 49.35 -29.74 -1467.70 0.71 34.90 299.22 0.98 293.24T. Diesel Oil 9.07 -25.11 -227.85 0.69 6.30 71.32 0.90 64.18
Anno Fikri Ardito 21521090112140091
Tugas Merancang Kapal IV 2014Stabilitas kapal
T. Lub. Oil 9.63 -23.81 -229.15 0.69 6.65 82.76 0.90 74.48T. Air Tawar 171.84 -41.94 -7206.14 7.11 1221.85 866.47 1.025 888.13T. Ballast I 86.66 41.41 3588.70 0.70 60.60 424.22 1.025 434.82T. Ballast II 202.15 34.40 6953.01 0.68 137.17 1812.00 1.025 1857.30T. Ballast III 236.60 24.25 5738.24 0.67 157.81 2514.62 1.025 2577.49T. Ballast IV 239.40 13.90 3326.43 0.67 159.37 2576.63 1.025 2641.05T. Ballast V 238.35 3.50 833.02 0.66 158.46 2576.63 1.025 2641.05T. Ballast VI 232.05 -6.81 -1580.29 0.67 155.57 2453.24 1.025 2514.57T. Ballast VII 100.08 -17.24 -1724.94 0.69 68.58 930.17 1.025 953.42T. After Peak 137.89 -54.75 -7550.05 7.15 986.17 700.50 1.025 718.02T. Fore Peak 150.84 5.29 798.38 5.29 798.38 49.82 1.025 51.06
S1 = 3851.44 S2 = -10267.05 S3 = 14552.14 S4 = 15708.81Lpp = 99.010 m. B = 18.200 m. FG = S2 / S1Displacement = 3851.440 ton. DT = -3.416 m. Ta = Tr + DTaFG = -2.666 m. Dta = 1.615 m. Tf = Tr - DTfTr = -6.222 m. Ta = -4.607 m. DTa = (Lpp/2 - FF)(DT/Lpp)FF = 2.683 m. DTf = 1.800 m. DTf = (Lpp/2+ FF)(DT/Lpp)FB = 3.556 m. Tf = -8.022 m. ∆T = ((ΦG-ΦB)*Disp)/MTC x 100MTC = 70.160 ton.m. T = -6.314 m. T = (Ta + Tf) / 2Displacement = 3851.440 ton.Momen = S3 14552.145 ton.m.
Ta = -4.607 m. KG = S3 / Displ 3.778 m.Tf = -8.022 m. a = KG -KB 2.218 m.Tr = -6.222 m. GG' SIg/gV = S4/Displ 4.079 m.TKM = 9.736 m. a' = a + GG' 6.297 m.
Anno Fikri Ardito 21621090112140091
Tugas Merancang Kapal IV 2014Stabilitas kapal
KB = 1.560 m. MG = KM - KG 5.957 m.MG' = MG - GG' 1.879 m.
PERHITUNGAN LENGKUNG STABILITAS …I j 0 10 20 30 40 50 60 70 80 90II sin j 0 0.174 0.342 0.500 0.643 0.766 0.866 0.940 0.985 1.000III Lc 0 1.410 2.864 3.500 4.368 4.793 4.562 4.112 3.494 2.749IV a' sin j 0 0.245 0.980 1.750 2.808 3.672 3.951 3.864 3.441 2.749V h = III - IV 0 1.165 1.885 1.750 1.560 1.121 0.611 0.248 0.053 0.000VI Integral V 0 1.165 4.215 7.850 11.160 13.842 15.575 16.434 16.735 16.788VII d=(dj/2)VI 0 0.102 0.368 0.685 0.974 1.208 1.359 1.434 1.460 1.465
Derajat 0 10 20 30 40 50 60 70 80 90
Stabilitas Statis 0 1.165 1.8851.75007
51.56039
5 1.1210.6112
10.247961
20.0530
8 0Stabilitas Dinamis 0 0.102 0.3678452
0.685028
0.973921 1.208
1.35913
1.4341107
1.46038
1.46501
rad 57.300 57.300MG' 1.879 0
Anno Fikri Ardito 21721090112140091
Tugas Merancang Kapal IV 2014Stabilitas kapal
0 10 20 30 40 50 60 70 80 90 1000
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
2
KONDISI III
STABIL-ITAS DI-NAMISSTABIL-ITAS STATIS
MG
MG'
SUDUT OLENG (derajat)
LE
NG
AN
KO
PE
L (
m)
Anno Fikri Ardito 21821090112140091
Tugas Merancang Kapal IV 2014Stabilitas kapal
KONDISI KAPAL : IVKONDISI MUATAN DAN TANGKI-TANGKI
LOAD : 0 %
FUEL OIL : 0 %
LUB. OIL : 0 %
DIESEL OIL : 0 %
PROVISION : 0 %
FRESH WATER : 0 %
BALLAST WATER : 0 %Bagian Berat FG Momen KG Momen I g Ig
(ton) (m) (ton.m) (m) (ton.m) (m4) (ton/m3) (ton.m)Kapal Kosong 1987.54 -5.80 -11518.71 5.33 10600.33 0.00 0.00 0.00Ruang Muat I 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0.00Ruang Muat II 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0.00Ruang Muat III 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0.00Ruang Muat IV 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0.00Ruang Muat V 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0.00Ruang Muat VI 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0.00Ruang Muat VII 0.00 0.00 0.00 0.00 0.00 0.00 0.78 0.00T. Fuel Oil 0.00 0.00 0.00 0.00 0.00 0.00 0.98 0.00
Anno Fikri Ardito 21921090112140091
Tugas Merancang Kapal IV 2014Stabilitas kapal
T. Diesel Oil 0.00 0.00 0.00 0.00 0.00 0.00 0.90 0.00T. Lub. Oil 0.00 0.00 0.00 0.00 0.00 0.00 0.90 0.00T. Air Tawar 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00T. Ballast I 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00T. Ballast II 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00T. Ballast III 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00T. Ballast IV 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00T. Ballast V 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00T. Ballast VI 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00T. Ballast VII 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00T. After Peak 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00T. Fore Peak 0.00 0.00 0.00 0.00 0.00 0.00 1.025 0.00
S1 = 1987.54 S2 = -11518.71 S3 = 10600.33 S4 = 0.00Lpp = 99.010 m. B = 18.200 m. FG = S2 / S1Displacement = 1987.535 ton. DT = -5.844 m. Ta = Tr + DTaFG = -5.795 m. Dta = 2.867 m. Tf = Tr - DTfTr = -7.696 m. Ta = -4.829 m. DTa = (Lpp/2 - FF)(DT/Lpp)FF = 0.927 m. DTf = 2.977 m. DTf = (Lpp/2+ FF)(DT/Lpp)FB = 1.900 m. Tf = -10.672 m. ∆T = ((ΦG-ΦB)*Disp)/MTC x 100MTC= 26.174 ton.m. T = -7.750 m. T = (Ta + Tf) / 2Displacement 1987.5353 ton.Momen = S3 10600.331 ton.m.
Ta = -4.829 m. KG =S3 / Displ 5.333 m.
Tf = -10.672 m. a = KG -KB 4.485 m.Tr = -7.696 m. GG' = SIg/gV = S4/Displ 0.000 m.
Anno Fikri Ardito 22021090112140091
====
Tugas Merancang Kapal IV 2014Stabilitas kapal
TKM = 16.115 m. a' = a + GG' 4.485 m.KB = 0.849 m. MG = KM - KG 10.781 m.
MG' = MG - GG' 10.781 m.PERHITUNGAN LENGKUNG STABILITAS ….
I j 0 10 20 30 40 50 60 70 80 90II sin j 0 0.174 0.342 0.500 0.643 0.766 0.866 0.940 0.985 1.000III Lc 0 2.493 4.263 5.223 5.763 6.050 5.954 5.438 4.686 3.760IV a' sin j 0 0.433 1.458 2.611 3.704 4.635 5.156 5.110 4.615 3.760V h = III - IV 0 2.060 2.805 2.611 2.058 1.416 0.798 0.328 0.071 0.000VI Integral V 0 2.060 6.926 12.342 17.012 20.486 22.699 23.825 24.224 24.295VII d=(dj/2)VI 0 0.180 0.604 1.077 1.485 1.788 1.981 2.079 2.114 2.120
Derajat 0 10 20 30 40 50 60 70 80 90
Stabilitas Statis 0 2.060 2.8052.6113
22.05846
5 1.4160.7976
20.32795
3 0.0712 0
Stabilitas Dinamis 0 0.180 0.60436921.0770
51.48456
4 1.7881.9808
62.07908
42.1139
22.1201
3rad 57.300 57.300MG' 10.781 0
Anno Fikri Ardito 22121090112140091
Tugas Merancang Kapal IV 2014Stabilitas kapal
0 10 20 30 40 50 60 70 80 90 1000
2
4
6
8
10
12
KONDISI IV
STABIL-ITAS DI-NAMISSTABIL-ITAS STATIS
MG
MG'
SUDUT OLENG (derajat)
LE
NG
AN
KO
PE
L (
m)
Anno Fikri Ardito 22221090112140091
Tugas Merancang Kapal IV 2014Stabilitas kapal
Anno Fikri Ardito 22321090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
BAB VII KESIMPULAN
Sebuah kapal dapat mengoleng disebabkan karena kapal mempunyai kemampuan
untuk menegak kembali sewaktu kapal menyenget yang dikarenakan oleh adanya
pengaruh luar yang bekerja pada kapal. Beberapa contoh pengaruh luar yang dimaksud
adalah: arus, ombak, gelombang, angin dan lain sebagainya. Dari sifat olengnya apakah
sebuah kapal mengoleng terlau lamban, ataukah kapal mengoleng dengan cepat atau
bahkan terlau cepat dengan gerakan yang menyentak-nyentak, atau apakah kapal
mengoleng dengan enak.
Anno Fikri Ardito 22321090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
INDEKS
Lpp : Length between perpendiculars,panjang antara kedua garis tegak buritan dan
garis tegak haluan yang diukur pada garis air muat.
LWL : Panjang garis air (Length of water line) jarak mendatar antara ujung garis
muat ( garis air ), yang diukur dari titik potong dengan linggi buritan sampai titik
potongnya dengan linggi haluan dan diukur pada bagian luar linggi buritan dan
linggi haluan.
B : Lebar kapal
H : Tinggi kapal diukur dari lunas sampai geladag utama.
T : Sarat kapal
Cb : Coeeficient Block
Vs : Kecepatan service
AP : Garis tegak buritan (After Perpendicular)
FP : Garis tegak haluan (Fore Perpendicular)
M : Metasentra
G : Titik berat (gravity)
B : Titik bouyancy (titik tekan ke atas)
LCG : Longitudinal Center of Bouyancy,titik tekan keatas dari midship kapal
KG : Jarak titik berat dari keel
KB : Jarak titik tekan keatas dari keel
W : Berat muatan
LWT : Light weight tonnage ,berat kapal kosong
e : Jarak titik berat ke sumbu perhitungan
Io : Momen inersia
Ikor : Koreksi dari momen inersia
MBj : Jarak metasentra dari bouyancy pada sudut tertentu.
Ta : Trim buritan
Tf : Trim haluan
g/γ : Berat jenis muatan
TKM : Transverse of Keel to Metacenter, titik metasentra melintang terhadap lunas
kapal untuk tiap-tiap water line-nya
Anno Fikri Ardito 22421090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
MTC : Moment to change Trim one Centimeter, momen yang diperlukan untuk
mengadakan trim sebesar 1 cm. Satuannya dalam Ton meter
Lc : Lengan koppel
Ixx : Momen inersia
OG : Jarak titik berat dari midship
Tr : Perbandingan anatara displacement dengan perkalian Cb,LPP,B
ØG : Longitudinal Centre of Gravity,jarak titik berat ke midship
ØF : Longitudinal Centre of Floatation, jarak titik berat luas garis air teratas ke
midship
ØB : Longitudinal Centre of Bouyancy, jarak titik tekan keatas ke midship
Anno Fikri Ardito 22521090112140091
Tugas Merancang Kapal IV 2014Stabilitas Kapal
DAFTAR PUSTAKA
Biro Klasifikasi Indonesia, Rules For The Clasification and Construction of Seagoing
Stell Ships: Rules For Hull V.2. 2006. Jakarta : Biro Klasifikasi Indonesia.
Guldhammer, H. E., “FORMDATA: Some Systematically Varried Ship Forms and their
Hydrostatic Data”. 1962. Denmark : Danish Technical Press.
Santoso, I Gusti Made, Sudjono, Joswan Jusuf. 1983.“Teori Bangunan Kapal 1”.
Indonesia : Direktorat Pendidikan Menengah Kejuruan Departemen Pendidikan dan
Kebudayaan.
Sofi’i, Moch., Djaja, Indra Kusna. 2008.“Teknik Konstuksi Kapal Baja Jilid 1 untuk
SMK”. Jakarta : Direktorat Pembinaan Sekolah Menengah Kejuruan, Direktorat
Jenderal Manajemen Pendidikan Dasar dan Menengah, Departemen Pendidikan
Nasional.
Sudjono, Joswan Jusuf. 1983. “Teori Bangunan Kapal II”. Indonesia : Direktorat
Pendidikan Menengah Kejuruan Departemen Pendidikan dan Kebudayaan.
http//sinarkudus.blogspot.com
www.wikipedia.com
http://www.containerhandbuch.de/chb_e/stra/index.html?/chb_e/stra/
stra_04_02_01_03.html
Anno Fikri Ardito 22621090112140091