Inclining Test Result
8
3. PERHITUNGAN KOREKSI SARAT / Draf t Correction Calculation FORE DRAFT MARK AFT DRAFT MARK AFT DRAFT MARK da δda da δda δd f AP FP LPP = 25 M dF TRIM AWAL / Apperend Trim ( to) = da’ df ’ TRIM AWAL / Apperend Trim ( to) = d a’ - df ’ = 2.03 - 1.78 = 0.250 m KOREKSI SARAT / Draf t Correction BELAKANG / Aft ( δda ) = (to / La) x 0 = ( 0.100 /25 ) x 0 = 0.000 meter DEPAN / Fore ( δdf ) = (to / La) x 0 = ( 0.100 /25 ) x 0 = 0.000 meter A p A A A p p T R S e e R I N A L B BE EL LA A K K L KO L L LA E EL LA A K e R R SI I e e e K KS S e e e E EK e e e R RE EK KS SI I t t e r A : A A p p p p p p A A p p A A A A A A p p p p p p S H C D D D / / / / 2 2 2 2 2 2 2 2 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 / 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 A A R R K 5 5 5 FT T M MA 5 5 5 5 T T M MA A R R 7 K 7 R K 7 / Y N L S S S e S S e e e e e e e R R R I I I N N N A A A L KO L L L L LA A K K A A K K L L A A A L L K K K A A L A A L L K K L L E EL LA L K K O K L L L LA A A E E L L A A K e K KS K K I I e e e e e e e R e e I I e S I R S I I I I I e e e e e e e e e e e e K KS S K K e K K K e K KS S S K K K K KS e e e e e e e e e e e E EK E E E E EK e e e e e e e e E E K I I t S t t t t t t t e e e e e r A A r r : : : A A A A A A A p p A : e e n n e e e e e n n n n n S S S H H H H H C C C C C D D D D D D D D D D D D / / / / / / / D D / / 2 2 2 2 2 D D 2 2 / / / / / / 2 2 2 2 2 2 2 2 2 2 2 2 0 0 0 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 / / 0 0 0 0 0 0 / / 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A A R R K K 0 0 M M 0 0 5 5 R R R 5 5 A A A 5 5 A A A 5 5 5 A A A A A A A A R R R 0 R R K K K A 5 5 5 5 T A 5 5 5 5 5 M M 0 M M M 0 A A 5 5 5 5 5 5 5 5 5 5 5 M A A R 0 7 7 K K K 7 7 K 4 7 7 7 7 / / 4 / / Y Y / Y Y J N N K N N L L I
description
inclining test result as per real inclining test.
Transcript of Inclining Test Result
3. PERHITUNGAN KOREKSI SARAT / Draft Correction Calculation !
FORE DRAFT MARK !
AFT DRAFT MARKAFT DRAFT MARK
da
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!LPP = 25 M !
dF
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= 2.03 - 1.78 !
= 0.250 m !
!
KOREKSI SARAT / Draft Correction !
BELAKANG / Aft ( !da ) = (to / La) x 0 = ( 0.100 /25 ) x 0 !
= 0.000 meter !
DEPAN / Fore ( !df ) = (to / La) x 0 = ( 0.100 /25 ) x 0 !
= 0.000 meter !
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4. PERHITUNGAN DISPLACEMENT / Displacement Calculation !
PORT SIDEPORT SIDE
dA dO dFdA dO dF
STARBOARD SIDE !
PEMBACAAN SARAT BELAKANG TENGAH DEPAN ! BERAT JENIS AIR !
Draft Reading Aft Middle Fore S.G. of Water = !
KIRI / Port 2.030 1.900 1.780 1.015 ! t / m 3
KANAN / Starboard 2 030 1 900 1 780 TRIM AWALKANAN / Starboard 2.030 1.900 1.780 TRIM AWALRATA-RATA / Mean 2.030 1.900 ! 1.780 ! Apperend Trim (to) = !
KOREKSI SARAT !da !df ! 0.250 m !
Draft Correction 0.000 - 0.000 ! SARAT RATA-RATA !
SARAT TERKOREKSI dA dO dF Mean Draft ( dM ) = !
Corrected Draft 2.030 1.900 ! 1.780 1.900 m !
PERBEDAAN SARAT ( ) KE DEPAN / by bowPERBEDAAN SARAT (-) KE DEPAN / by bow!
Trim 0.250 m (+) KE BELAKANG / by stern !
DEFLEKSI (-) CEKUNG / Hogging !
Deflection ( !d ) = dO - dM = 0.000 m (+) CEMBUNG / Sagging !
DISPLACEMENT ( DARI TABEL HIDROSTATIK ) ( "o ) !
Displacement ( from Hydrostatic Table ) ! 172.860 ! t !
LCF ( DARI TABEL HIDROSTATIK ) BERPEDOMAN PADALCF ( DARI TABEL HIDROSTATIK ) BERPEDOMAN PADA!
LCF ( from Hydrostatic Table ) 12.575 m Correpond. to dM !
TPC ( DARI TABEL HIDROSTATIK ) ! 1.900 m !
TPC ( from Hydrostatic Table ) ! 1.460 t !KOREKSI DISPLACEMENT TERHADAP TRIM ( !"1 ) = ( Mid-F x TPC x Trim x 100 )/LPP !
Displacement Correction due to Trim ! 0.109 t !KOREKSI DISPLACEMENT TERHADAP DEFLEKSI ( !"2 ) = ( 3/4 x !d x TPC x 100 )KOREKSI DISPLACEMENT TERHADAP DEFLEKSI ( !"2 ) = ( 3/4 x !d x TPC x 100 )
Displacement Correction due to Trim ! 0.000 t !DISPLACEMENT KESELURUHAN ( " ’ ) = "o + !"1 + !"2 !
Total Displacement ! 172.970 t !DISPLACEMENT KENYATAAN ( " ) = ( " ’ ) x S.G / 1.025 !
Actual Displacement ! 171.282 t !
LCB ( DARI TABEL HIDROSTATIK ) BERPEDOMAN PADALCB ( DARI TABEL HIDROSTATIK ) BERPEDOMAN PADA!
LCB ( from Hydrostatic Table ) ! 13.365 m Correpond. to ( " ’ ) !
MTC ( DARI TABEL HIDROSTATIK ) ! 172.970 t !
MTC ( from Hydrostatic Table ) ! 1.760 tm !LCG = LCB + ( MTC x Trim x 100 ) / " ’ 13.619 m!
LCG = LCB - (MTC x Trim x 100)/ " ’! 13.111!
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5 GoM PADA SAAT PERCOBAAN ! GoM at The Inclining Test !
SETIAP SISI SETENGAH BEBAN PERCOBAAN !
Half Test Weight Each Side !
SHIFTING 0 1 2 3 4 5 ! 6 ! 7 8 !
ITEM P S P SP S P S P SP S P S P SP S !
1 ! 1 1 1 1 1 ! 1 1 1 !
SUSUNAN PENGGESERAN 2 2 2 2 2 2 2 2 2SUSUNAN PENGGESERAN 2 2 2 2 2 2 2! 2 2!BEBAN / Shifting Weight 3 3 3 3 3 3 ! 3 3 3 !
Arrangement 4 4 4 4 4 4 4 4 4 !
BEBAN YANG DIGESER !
Shifting Weight - 0.750 0.750 0.750 0.750 0.750 0.750 0.750 0.750 !
JARAK PERGESERAN !Shifting Space - ! 6.000 6.000 6.000 6.000 6.000 6.000 6.000 6.000 !
MOMEN PERGESERAN !
Shifting Moment 4.500 4.500 4.500 4.500 4.500 4.500 4.500 4.500 !
TOTAL KOMULATIF - 4.500 9.000 4.500 0.000 -4.50 -9.00 -4.50 0.000 !
PENDULUM PEMBACAAN !
DEPAN Reading 0 0.125 0.249 0.126 0.000 -0.124 -0.248 -0.125 0.000 !
Fore Pendulum SELISIH !
Difference - 0.125 0.124 0.123 0.126 0.124 0.124 0.123 0.125 Difference - 0.125 0.124! 0.123 0.126 0.124 0.124 0.123 0.125!
Tg. # - ! 0.030 0.030 0.030 0.031 0.030 0.030 0.030 0.030 !
PENDULUM PEMBACAAN !
BELAKANG Reading 0 ! 0.121 0.242 0.122 0.001 -0.122 -0.242 -0.121 0.000 !
Aft Pendulum SELISIH !
Difference - 0.121 0.121 0.120 0.121 0.123 0.120 0.121 0.121 !
Tg. # $ - 0.030 0.030 0.030 0.030 0.031 0.030 0.030 0.030 !T # RATARATA/ M fTg # 0 030 0 030 0 030 0 030 0 030 0 030 0 030 0 030Tg.# RATA-RATA / Mean of Tg. # 0.030 0.030 0.030 0.030 0.030 0.030 0.030 0.030 !
TOTAL KOMULATIF ! 0.030 0.061 0.031 0.000 -0.030 -0.060 -0.030 0.000 !
Shifting Moment ! 0.865 0.869 0.876 0.862 0.861 0.872 0.872 0.865 !Tg.# x Displ. ! Mean = 0.867 meter !
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7. TITIK BERAT KAPAL PADA SAAT TEST ! Centre of Gravity at the Inclining Test !
DISPLACEMENT DENGAN KULIT DAN POROS = 171.282 t !
Displacement with Shell and Shafts !
K M = TINGGI METASENTRIC DI ATAS LUNAS = 4.894 ! m !
Metacentric Height above Keel !
GM = GoM + GGo = 0.867 ! m !
KG = KM - GM = 4.027 m !
= TITIK BERAT VERTIKAL DI ATAS LUNAS !
Vertical Centre of Gravity above Keel !
LCG = TITIK BERAT MEMANJANG DARI AP = 13.619 m !
Longitudinal Centre of Gravity from AP !
8. KOREKSI TERHADAP PERMUKAAN BEBAS !
Correction due to Free Surface ( GGo )
TANKS ! Transv. Inert. (m4) F. S. Moment (tm) !
TOTAL OF FREE SURFACE MOMENT IN TON.METER ! 0.000 !
G G o (METER) 0.000!
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9. MUATAN YANG DIKELUARKAN / Weights to be deducted !
I T E M WEIGHT LCG L MOMENT VCG V MOMENTI T E M WEIGHT LCG L. MOMENT VCG V. MOMENT!
( t ) ( m ) ( tm ) ( m ) ( tm ) !
T A N K S !1 TEST WEIGHT 1 0.750 16.000 12.000 4.200 3.150 !
2 TEST WEIGHT 2 0.750 4.000 3.000 4.200 ! 3.150 !
3 TEST WEIGHT 3 0.750 3.000 2.250 4.200 ! 3.150 !
4 TEST WEIGHT 4 0 750 15 000 11 250 4 200 3 1504 TEST WEIGHT 4 0.750 15.000 11.250 4.200 3.150!
5 PENDULUM AFT 0.010 2.500 0.025 ! 3.900 ! 0.039 !
6 PENDULUM FORE 0.010 24.000 0.240 ! 3.900 ! 0.039 !
7 PERSONIL TEST 0.750 13.400 ! 10.050 4.800 3.600 !
8 DRUM FO 1.424 14.150 20.150 ! 4.200 5.981 !
9 WEIGHT CONCRIT 3.034 21.750 65.990 ! 5.600 16.990 !
10 WEIGHT CONCRIT 2 889 22 750 65 725 5 800 16 75610 WEIGHT CONCRIT 2.889 22.750 65.725 5.800 16.756!11 WEIGHT CONCRIT 2.956 22.750 67.249 5.800 17.145 !
12 WEIGHT CONCRIT 3.024 21.750 ! 65.772 5.600 16.934 !
13 WEIGHT CONCRIT 1.972 25.750 50.779 5.450 10.747 !
14 PAINTS CANE ! 0.090 5.800 ! 0.522 4.050 0.365 !
WEIGHT TOTAL ! 19.159 19.573 375.00 5.282 101.197!EIG
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I T E M WEIGHT LCG L MOMENT VCG V MOMENTI T E M WEIGHT LCG L. MOMENT VCG V. MOMENT
( t ) ( m ) ( tm ) ( m ) ( tm ) !
1 WALL, LINNING & CEILING 0.350 16.400 5.740 5.600 ! 1.960 !
2 FURNITURE 0.300 18.500 5.550 4.450 ! 1.335 !
3 MIRROR IN WHEEL HOUSE 0.140 19.000 2.660 8.500 ! 1.190 !
4 DOOR INWHEEL HOUSE 0 080 17 500 1 400 8 000 0 6404 DOOR IN WHEEL HOUSE 0.080 17.500 1.400 8.000 0.640!
5 PIPING EQUIPMENT 0.500 12.400 6.200 2.100 ! 1.050 !
6 ELECTRIC EQUIP. + CABEL TRAY 0.300 15.000 4.500 6.150 1.845 !
7 ANCHOR 0.360 24.000 8.640 3.500 ! 1.260 !
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11. KONDISI KAPAL KOSONG ! Light Ship Condition !
TT
I T E M WEIGHT LCG L. MOMENT VCG V. MOMENT !( t ) ( m ) ( tm ) ( m ) ( tm ) !
KONDISI KAPAL SAAT TEST !
Ship Condition at the Inclining Test 171.282 13.619 2332.755 4.027 ! 689.736 !
MUATAN YANG DITAMBAHKAN ( + ) ( + ) ( + )MUATAN YANG DITAMBAHKAN! ( + ) ( + ) ( + )
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J U M L A H !
S u m ! 173.312 13.660 2367.445 4.033 ! 699.016 !
MUATAN YANG DIKELUARKAN ( - ) ( - ) ( - ) !
Weights to be deducted 19.159 19.573 375.001 5.282 101.197 !
KAPAL KOSONGKAPAL KOSONG!Light Ship ! 154.153 12.925 ! 1992.444 3.878 597.820 !
!
!
DISPLACEMENT = 154.153 t !
Displacement !
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Vertical Centre of Gravity above Keel !
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Metacentric Height above Keel !
GM = K M - K G !
TINGGI METACENTER DARI TITIK BERAT ! = 1.197 m !
Metacentric Height Above Centre of Grafity ! !
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LCG = TITIK BERAT MEMANJANG DARI AP ! = 12.925 m !
Longitudinal CentreofGravity from APLongitudinal Centre of Gravity from AP
13.111 2245.613!
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