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TRANSCRIPT
DOCUMENT NO. DOC. NO. 07 - 42 09 050 - DM
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NUMBER OF PAGES 9 3 - - -
DESIGN-IV: MACHINERY BASIC DESIGN
REV. DATE DESCRIPTION
I Gusti N. DirgantaraIr. Dwi Priyanta,
MSE.Ir. Hari Prastowo,
MSc.
PREPARED BY CHECKED BY APPROVED BY
01 26/3/12 Document Format
DESIGN-IV: MACHINERY BASIC DESIGN DECK MACHINERIES
ATTACHMENT NO. 01
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TABLE OF CONTENTS
PHILOSOPHY
1. INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
1.1 Description 1
1.2 Objective 1
2. REFERENCES 1
3. ABBREVIATIONS 1
4. DESIGN PARAMETER 2
4.1 Principal Dimensions 2
4.2 Coefficients and Contants 3
4.3 Another Parameters 3
5. DESIGN REQUIREMENTS 3
5.1 Rudder and Steering Gear 3
5.2 Equipment 5
6. SUMMARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
LIST OF FIGURE
Figure 5.1.1 Rudder area geometry 4
LIST OF TABLE
Table 5.1.1 Coefficient k2 5
Table 5.1.2 Equipment Numeral 6
ATTACHMENT NO. 01 - CALCULATION
1. Rudder and Steering Gear 1
2. Equipments 4
LIST OF FIGURE
Figure 1.b.1 Rudder area geometry 2
LIST OF TABLE
Table 1.c.1 Coefficient k2 3
Table 1.c.2 Equipment Numeral 6
ATTACHMENT NO. 02 SPECIFICATION
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1 INTRODUCTION
1.1 Description
1.2 Objective
2 REFERENCES
a. Germanischer Lloyd Rules and Guidelines 2011
b. D. G. M. Watson, 1998. "ELSEVIER Volume 1". Practical Ship Design,
3 ABBREVIATIONS
A = Size of rudder area
c1 = factor for the ship type
c2 = factor for the rudder type
c3 = factor for the rudder profile
c4 = factor for the rudder arrangement
L = Length between perpendiculars
T = Draught
c = Mean breadth of rudder area
Af = Portion of rudder area located ahead of the rudder stock axis (m2)
CR = Rudder force and torque
v = speed for head condition
k1 = coefficient, depending on the aspect ratio A, A not to be taken greater than 2
k2 = coefficient, depending on the type of the rudder and the rudder profile
k3 = coefficient, depending on the type of the location of the rudder
kt = coefficient depending on the thrust coefficient CTh
ReH = The tensile strength of material
kR = material factor
Dt = Rudder stock diameter
Z1 = Equipment numeral
D = moulded displacement in sea water having a density of 1.025 t/m3 to the summer load WL
The deck machinery widely, is all equipments located outside the machinery space, and it has no relation with main propulsion. The deck machineries include steering gear, anchor, windlass,crane, capstan, and all kind of cargo access equipment such as bow thruster, rudder, andstabilizer. Some equipments that include in deck machineries, are required more than just astandard technique from machinery skill and usual control. Which is adjusted, to make all theequimpents work properly in marine condition and can work at any unique conditions thatalways happen on the deck. One consideration that needs to be planned in the selection of deckmachineries is the ratio between the cost to acquire equiments, with the amount of operatingcost by the equimpents. So our design can reach the design that approriate.
This document purposes are to determine the equiment related to deck machineries such asrudder, steering gear, crane, windlass, and chain locker
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h = effective height from the summer load waterline to the top of the uppermost house
= a+∑hi
a = distance [m], from the summer load waterline, amidships, to the upperd deck at side
∑hi =
A =
Tcl = The torque to lift anchor
Mcl = The torque momment to lift the anchor
Ga = weight anchors
pa = anchor chain weight every meter
la = long in chain (hanging)
γw = density is water of sea water
γa = density of significant yoke
Dcl = effective diameter from cable lifter
Mm = The torque momment in windlass motor and capstan rollers
Ne = Starting motor effective energy of windlass
Twb = Tensile strength of capstan
Nw = Rpm at capstant's roller shaft
dw = hawster diameter
Dw = winder of string diameter
Nc = Power of capstan's motor
S = he minimum require stowage capacity
4 DESIGN PARAMETER
4.1 Principal Dimension
We can find this ship's principal dimension from Lecture Design before, such as ;
1. Lpp = 123 m
2. B = m
3. T = 8.8 m
4. H = m
5. LWL = m
6. Vs = knot = km/jam
7. Distance = Nm = km
8. Time of Voyage = 4 days = 96 hours
4.2 Coefficient and Constants
1. Cb disp =
2. Cb wl =
3. Cp disp =
4. Cp wl =
5. Am =
6. Cm =
174.916
0.984
127.92
14.5 26.8308
1200 2222.4
125.46
0.69438
0.717
0.70321
sum of the height [m] of superstructures and deckhouses on the upper deck,measured on the centreline of each tier having a breadth greater than B/4.
area [m2], in the profile view of the hull, superstructures and houses, having abreadth greater than B/4, above the summer load waterline.
20.2
11.5
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4.3 Another Parameters
1. displacement volume = m3
2. weight displacement = ton
5 DESIGN REQUIREMENTS
5.1 Rudder and Steering Gear
a. Size of rudder area (A)
A = c1*c2*c3*c4.(1.75*L*T/100) m2 (1)
where,
c1 = factor for the ship type:
1.0 in general
0.9 for bulk carriers and tankers having displacement more than 50000 t
1.7 for tugs and trawlers
c2 = factor for the rudder type:
1.0 in general
0.9 for semi-spade rudders
1.7 for high lift rudders
c3 = factor for the rudder profile:
1.0 for NACA-profiles and plate rudder
0.8 for hollow profiles and mixed profiles
c4 = factor for the rudder arrangement:
1.0 for rudder in the propeller jet
1.5 for rudders outside the propeller jet
L = Length between perpendiculars
T = Draught
b. Rudder area geometry
Mean breadth of rudder area ( c )
c = (x1+x2)/2 (2)
15789.5
16184.3
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According to Germanischer Lloyd 2011, Chapter 1 Rudder and Manouvering Arrangement, Section14.A, each ship is to be provided with a manoeuvring arrangement which will guaranteesufficient manoeuvring capability. The manoeuvring arrangemennt includes all parts from therudder and steering gear to the steering position necessary for steering the ship. Rudder stock,rudder coupling, rudder bearings and the rudder body will discuss here.
In order to achieve sufficient manoeuvring capability the size of the movable rudder area(A) is recommended to be not less than obtained from the following formula :
for semi-spade rudders 50% of the projected area of the rudder horn may be includeinto the rudder area A. Where more than one rudder is arranged the area of eachrudder can be reduced by 20%
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b = A/c (3)
where,
according to figure 1.1 rudder area geometry
Af = Portion of rudder area located ahead of the rudder stock axis (m2)
b = mean height of rudder area (m)
c. Rudder force and torque
CR = 132*A*v2*k1*k2*k3*kt [N] (4)
where,
v = speed for head condition
k1 =
= (A+2)/3
k2 =
k3 = coefficient, depending on the type of the location of the rudder
0.8 for rudders outside the propeller jet
1.0 elsewhere, including also ruder within the propeller jet
1.15 for rudders aft of the propeller nozzle
kt = coefficient depending on the thrust coefficient CTh
= 1.0 normally
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Figure 5.1.1 Rudder area geometry
This formula is determined for normal rudders, the rudder force is to be determinedaccording to the formula:
coefficient, depending on the aspect ratio A, A not to be taken greaterthan 2
coefficient, depending on the type of the rudder and the rudder profileaccording to the table 1.1
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The rudder torque is to be determined by the following formula:
QR = CR*r [Nm] (5)
d. Rudder stock diameter
The diameter of the rudder stock for transmitting the rudder torque is not to be less than:
Dt = 4.2*((QR.kr)^(1/3)) [mm] (6)
where,
kR = (235/ReH)^0.75 for ReH > 235 [N/mm2]
5.2 Equipments
a. Equipment numeral (Z1)
The equipment numeral Z1 for anchors and chain cables is to be calculated as follows:
Z1 = D^2/3 + 2hB + A/10 (7)
where,
D =
h =
= a+∑hi
a =
∑hi =
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effective height from the summer load waterline to the top of the uppermosthouse
sum of the height [m] of superstructures and deckhouses on the upper deck,measured on the centreline of each tier having a breadth greater than B/4.
distance [m], from the summer load waterline, amidships, to the upper deckat side
moulded displacement [t] in sea water having a density of 1.025 t/m3 to thesummer load waterline
the material that will be used in this design is forged steel and cast steel for stern,stern frame, rudder post as well as other structural components, which aresubject of GL Rules for Metalic Materials (II-1). The tensile strength of forged steel
and of cast steel is not to be less than 400 N/mm2.
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Table 5.1.1 Coefficient k2
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A =
b. Anchor, chain cables and ropes selection
c. The anchor lift force maximmum weight
The formula will be determined such as follow:
Tcl = 2 x fh x (Ga + (Pa x La) x (1 - (γw/γa)) (8)
where,
Ga = weight anchors
fh = (1.28 ~ 1.35)
= take 1.35
pa = anchor chain weight every meter
= 0.0218 x Dc2
la = long in chain (hanging)
γw = density is water of sea water
γa = density of significant yoke
d. The torque momment to lift the anchor
The formula will be determined such as follow:
Mcl = (Tcl*Dcl)/2*ηcl
area [m2], in the profile view of the hull, superstructures and houses, havinga breadth greater than B/4, above the summer load waterline.
after we find the value of equipment number, we can find another value from table 18.2Anchor, Chain Cables and Ropes that given by GL Rules.
from table 5.1.2 GL Rules above, according to the equimpent numeral's calculation, we canfind another value by plot the value of equipmen numeral value that we have found before.
Table 5.1.2 Equipment Numeral
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where,
Dcl = effective diameter from cable lifter
= 13.6*dc
ηcl = effeciency of lifter cable
= 0.9~0.92
e. The torque momment in windlass motor
The formula will be determined such as follow:
Mm = Mcl/(Ia*ηa) (9)
where,
Nm = 523~1160 rpm
ηa = 0.7~0.85
= take 0.7
f. Starting motor effective energy of windlass
The formula will be determined such as follow:
Ne = Mm*Nm/716.2 (10)
g. Tensile strength of capstan
The formula will be determined such as follow:
Twb = Rbr/6 (11)
h. Rpm at capstant's roller shaft
The formula will be determined such as follow:
Nw = 19.1*Vw/(Dw+dw) (12)
i. The torque of capstan rollers
The formula will be determined such as follow:
Mm = Twb/(Ia*ηa) (13)
j. Power of capstan's motor
The formula will be determined such as follow:
Nc = Mm*nm/716.2 (14)
k. Chain locker
S = (1.1*d2*l)/100000 [m3] (15)
where,
d = chain diameter [mm] according to table 18.2 GL Rules
l = total length of stud link chain cable according table 18.2 GL Rules
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The chain locker is to be of adequate capacity and depth to facilitate an easy direct lead ofthe cables through the chain pipes and permit self-stowing of the cables. The chain locker isto be provided with internal divisions so that the chain cables may be fully and separatelystowed. The minimum require stowage capacity without mud box for the two bower anchorchains is as follows:
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6 SUMMARY
NO
1
2
3
4
5
6
7
8
9
10
11
12
13
14 m3
122.44 kN
227.73 kNm
1207.47
11420.72 kg
4193.69 kgm
57.28 kgm
31.19 kW
4500.00 kg
6.63 rpm
kgm
Chain locker Volume S 20.69
Rpm at capstant's roller shaft Nw
The torque of capstan rollers Mm
Power of capstan's motor Nc
81.50
44.38 kW
Torque in windlass motor Mm
Starting motor energy of windlass Ne
Tensile strength of capstan Twb
Equipment numeral Z1
Anchor lift force max weight Tcl
Torque momment of anchor Mcl
Rudder force CR
Rudder torque QR
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CALCULATION SYMBOL RESULT
Size of rudder area
m2
18.94
Portion of rudder area Af
m2
0.75
A
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DESAIN-IV: MACHINERY BASIC DESIGN
ATTACHMENT NO. 01
CALCULATION
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1 Rudder and Steering Gear
a. Size of rudder area (A)
A = c1*c2*c3*c4.(1.75*L*T/100) m2 (1)
where,
c1 = factor for the ship type:
1.0 in general
0.9 for bulk carriers and tankers having displacement more than 50000 t
1.7 for tugs and trawlers
c2 = factor for the rudder type:
1.0 in general
0.9 for semi-spade rudders
1.7 for high lift rudders
c3 = factor for the rudder profile:
1.0 for NACA-profiles and plate rudder
0.8 for hollow profiles and mixed profiles
c4 = factor for the rudder arrangement:
1.0 for rudder in the propeller jet
1.5 for rudders outside the propeller jet
L = Length between perpendiculars
T = Draught
for the result:
A = c1*c2*c3*c4.(1.75*L*T/100) [m2]
= 1*1*1*1*(1.75*123*8.8/100)
= m2
b. Rudder area geometry
Mean breadth of rudder area ( c )
c = (x1+x2)/2 (2)
b = A/c (3)
where,
according to figure 1.1 rudder area geometry
According to Germanischer Lloyd 2011, Chapter 1 Rudder and Manouvering Arrangement, Section14.A, each ship is to be provided with a manoeuvring arrangement which will guarantee sufficientmanoeuvring capability. The manoeuvring arrangemennt includes all parts from the rudder andsteering gear to the steering position necessary for steering the ship. Rudder stock, ruddercoupling, rudder bearings and the rudder body will discuss here.
In order to achieve sufficient manoeuvring capability the size of the movable rudder area (A) isrecommended to be not less than obtained from the following formula :
for semi-spade rudders 50% of the projected area of the rudder horn may be include intothe rudder area A. Where more than one rudder is arranged the area of each rudder canbe reduced by 20%
18.94
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Af = Portion of rudder area located ahead of the rudder stock axis (m2)
b = mean height of rudder area (m)
for the result:
b = A/c
the value of ratio take 1.8
b = A/c
= 1.8c
A = b.c
= 1.8*c*c
c = (A/1.8)^0.5
= (18.94/1.8)^0.5
= 3.2 m
b = 1.8c
= 1.8*3.2
= 5.8 m
A' = 0.23*18.94
= m2
Af = A'/b
= 4.36/5.8
= m2
c. Rudder force and torque
CR = 132*A*v2*k1*k2*k3*kt [N] (4)
where,
v = speed for head condition
k1 =
= (A+2)/3
This formula is determined for normal rudders, the rudder force is to be determined accordingto the formula:
4.36
0.75
Figure 1.b.1 Rudder area geometry
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coefficient, depending on the aspect ratio A, A not to be taken greater than 2
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k2 =
k3 = coefficient, depending on the type of the location of the rudder
0.8 for rudders outside the propeller jet
1.0 elsewhere, including also ruder within the propeller jet
1.15 for rudders aft of the propeller nozzle
kt = coefficient depending on the thrust coefficient CTh
= 1.0 normally
for the result:
CR = 132*A*v2*k1*k2*k3*kt
= 132*18.94*(7.46^2)*1*1.1*0.8*1.0
= N
= kN
The rudder torque is to be determined by the following formula:
QR = CR*r [Nm] (5)
where,
r = c(-kb) [m]
kb = Af/A
= 0.75/18.94
=
we found the minimal value, according to the rules balance factor as follows:
= for unbalance rudders
r = 3.2*(0.66-0.08)
= m
= 0.33 for ahead condition
0.66 for astern condition (general)
0.75 for astern condition (hollow profiles)
Table 1.c.1 Coefficient k2
122437
122.4
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coefficient, depending on the type of the rudder and the rudder profileaccording to the table 1.1
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0.04
0.08
1.86
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for the result:
QR = CR*r [Nm]
= 122437.4*1.86
= Nm
= kNm
d. Rudder stock diameter
The diameter of the rudder stock for transmitting the rudder torque is not to be less than:
Dt = 4.2*((QR.kr)^(1/3))[mm]
where,
kR = (235/ReH)^0.75 for ReH > 235 [N/mm2]
kR = (235/ReH)^0.75
= (235/400)^0.75
=
for the result:
Dt = 4.2*((QR.kr)^(1/3))[mm]
= 4.2*((227733.6*0.67)^(1/3))
= m
Steering Gear Hatlapa Marine Equipment
Type = 250
Working torque at 35◦= 250 kNm
Design torque at 35◦= 350 kNm
Max. rudder stock diameter = 300 mm
for the complete specification refers to attachment 2
2 Equipments
a. Equipment numeral (Z1)
The equipment numeral Z1 for anchors and chain cables is to be calculated as follows:
Z1 = D^2/3 + 2hB + A/10 (6)
where,
D =
h =
= a+∑hi
a =
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224.43
After we find the value of rudder torque and rudder stock diameter, we can determine thesteering gear spesification according to both of them value. The steering gear spesification willbe shown below :
227.7
moulded displacement [t] in sea water having a density of 1.025 t/m3 to thesummer load waterline
the material that will be used in this design is forged steel and cast steel for stern,stern frame, rudder post as well as other structural components, which are subjectof GL Rules for Metalic Materials (II-1). The tensile strength of forged steel and of cast
steel is not to be less than 400 N/mm2.
0.67
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227734
house
side
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∑hi =
A =
so the calculation of h value is:
h = height of navigation deck+boat deck+poop deck+main deck + (H-T)
= 2.5+2.5+2.5+2.5+(11.5-8.8)
= m
A1 = above the summer load waterline
= 127.8652*(H-T)
= 127.8652*(11.5-8.8)
= m2
A2 = main deck
= 28.42*2.5
= m2
A3 = poop deck
= 18.7*2.5
= m2
A4 = boat deck
= 12.6*2.5
= m2
A5 = navigation deck
= 11.2*2.5
= m2
A6 = forecastle deck
= 9.22*2.5
= m2
A = A1+A2+A3+A4+A5+A6
= 345.24+71.05+46.75+31.5+28+23.05
= m2
for the result:
Z1 = D^2/3 + 2hB + A/10 (7)
= (16184.3^(2/3))+(2*12.7*20.2)+(545.59/10)
= 1207.47
sum of the height [m] of superstructures and deckhouses on the upper deck,measured on the centreline of each tier having a breadth greater than B/4.
area [m2], in the profile view of the hull, superstructures and houses, having abreadth greater than B/4, above the summer load waterline.
12.70
345.24
71.05
46.75
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: DESIGN IV
: 07 - 42 09 050 - DM
: 01
: Attachment No. 01
. . . . . . . . . . . . . . . . . . . . . . . . .
after we find the value of equipment number, we can find another value from table 18.2Anchor, Chain Cables and Ropes that given by GL Rules.
31.5
28
23.05
545.59
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b. Anchor, chain cables and ropes selection
a. anchor
number of anchor =
mass per anchor =
= stockless anchor
b. chain cables
=
=
=
=
=
c. towline
=
=
d. mooring ropes
=
=
=
length
breaking load
180
270
m
kN
4
breaking load
200
690
m
kN
number of ropes
stud link
diameter
length
60
52
46
mm
mm
mm
d1
d2
d3
type
3540
type
3
kg
522.5 m
: 01
: Attachment No. 01
Table 2.a.1 Equipment Numeral
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: DESIGN IV
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total length
from table 18.2 GL Rules above, according to the equimpent numeral's calculation, we can findanother value by plot the value of equipmen numeral value that we have found before.
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c. The anchor lift force maximmum weight
The formula will be determined such as follow:
Tcl = 2 x fh x (Ga + (Pa x La) x (1 - (γw/γa)) (8)
where,
Ga = weight anchors
= kg
fh = (1.28 ~ 1.35)
= take 1.35
pa = anchor chain weight every meter
= 0.0218 x Dc2
= 0.0218*60^2
= 78 kg
la = long in chain (hanging)
= 10 m
γw = density is water of sea water
= kg/m3
γa = density of significant yoke
= kg/m3
for the result:
Tcl = 2 x fh x (Ga + (Pa x La) x (1 - (γw/γa))
= 2*1.35*(3450+(78*10)*(1-(1.025/7750))
= kg
d. The torque momment of anchor
The formula will be determined such as follow:
Mcl = (Tcl*Dcl)/2*ηcl
where,
Dcl = effective diameter from cable lifter
= 13.6*dc
= 13.6*60
= mm
= m
ηcl = effeciency of lifter cable
= 0.9~0.92
= 0.9
for the result:
Mcl = (Tcl*Dcl)/2*ηcl (9)
= (11420.72*0.816)/2*0.9
= kgm
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11420.72
816
0.816
4193.69
: DESIGN IV
: 07 - 42 09 050 - DM
: 01
: Attachment No. 01
3540
1025
7750
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e. The torque momment in windlass motor
The formula will be determined such as follow:
Mm = Mcl/(Ia*ηa) (10)
where,
Nm = 523~1160 rpm
ηa = 0.7~0.85
= take 0.7
Ndcl = 300/Dc
= 300/60
= 5
Ia = Nm/Dcl
= 523/5
=
for the result:
Mm = Mcl/(Ia*ηa)
= 4193.69/(104.6*0.7)
= kgm
f. Starting motor effective energy of windlass
The formula will be determined such as follow:
Ne = Mm*Nm/716.2 (11)
= 57.28*523/716.2
= HP
= kW
g. Tensile strength of capstan
The formula will be determined such as follow:
Twb = Rbr/6 (12)
where,
Rbr = 270 kN
= kg
for the result:
Twb = Rbr/6
= 27000/6
= kg
h. Rpm at capstant's roller shaft
The formula will be determined such as follow:
Nw = 19.1*Vw/(Dw+dw) (13)
where,
Vw =
dw = hawster diameter
=
0.25
0.08
57.28
41.83
31.19
27000
4500
104.6
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: DESIGN IV
: 07 - 42 09 050 - DM
: 01
: Attachment No. 01
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. . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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Dw = winder of string diameter
= 8*dw
= 8*0.08
= m
for the result:
Nw = 19.1*Vw/(Dw+dw)
= 19.1*0.25/(0.64+0.08)
= rpm
i. The torque of capstan rollers
The formula will be determined such as follow:
Mm = Twb/(Ia*ηa) (14)
where,
Nm = 523~1160 rpm
Ia = 523/6.63
=
for the result:
Mm = Twb/(Ia*ηa)
= 4500/(78.88*0.7)
= kgm
j. Power of capstan's motor
The formula will be determined such as follow:
Nc = Mm*nm/716.2 (15)
= 81.4981*523/716.2
= HP
= kW
k. Chain locker Volume
S = (1.1*d2*l)/100000 [m3] (16)
where,
d = chain diameter [mm] according to table 18.2 GL Rules
l = total length of stud link chain cable according table 18.2 GL Rules
for the result:
S = (1.1*d2*l)/100000 [m3]
= (1.1*(60^2)*522.5)/100m3
= m3
59.5134
44.3792
20.691
The chain locker is to be of adequate capacity and depth to facilitate an easy direct lead ofthe cables through the chain pipes and permit self-stowing of the cables. The chain locker is tobe provided with internal divisions so that the chain cables may be fully and separatelystowed. The minimum require stowage capacity without mud box for the two bower anchorchains is as follows:
0.64
6.63
78.88
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: 01
: Attachment No. 01
81.4981
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STEERING GEAR SPECIFICATION
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DESAIN-IV: MACHINERY BASIC DESIGN
ATTACHMENT NO. 02
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ProjectDoc. NoRev. NoType : Attachment No. 02
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