To give the student an understanding of: Basic Stability Definitions relating to Loadlines. Achimedes Principles 1 & 2
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Appendix I
Summary of stability formulae* Form coefficients Area of waterplane Area of amidships Volume of displacement Cb
L B Cw B d Cm L B d Cb Cm C p
Drafts When displacement is constant (for box shapes): Old density New draft Old draft New density When draft is constant: New density New displacement Old density Old displacement TPCSW FWA
Change of draft or dock water allowance
WPA 97.56 W 4 TPCSW FWA (1025 DW )
Homogeneous log: Relative density of log Draft Depth Relative density of water * See Note at end of the Appendix
25
486
Ship Stability for Masters and Mates
Variable immersion hydrometer: Density
My M y M x M y x L
Trim W GM L 100 L Trimming moment or Change of trim MCTC W (LCB foap LCG foap ) MCTC
MCTC l Change of trim L Change of draft forward Change of trim Change of draft aft Change of draft aft
Effect of trim on tank soundings: Head when full Trim Length of tank Length of ship True mean draft: Correction Trim FY Length To keep the draft aft constant: d
MCTC L TPC l
To find GML: GM L L GG1 t
Simpson’s rules 1st rule: Area ⫽ h/3 (a ⫹ 4b ⫹ 2c ⫹ 4d ⫹ e)
or
1 3
CI 兺1
Summary of stability formulae
2nd rule: Area ⫽ 3h/8 (a ⫹ 3b ⫹ 3c ⫹ 2d ⫹ 3e ⫹ 3f ⫹ g)
or
3 8
CI 兺2
3rd rule: Area ⫽ h/12 (5a ⫹ 8b c)
or
1 12
CI 兺3
KB and BM Transverse stability For rectangular waterplanes: LB 3 12 BM ⫽ I/V I⫽
For box shapes: BM ⫽ B 2/12d KB ⫽ d/2 KM min ⫽ B/ 6 For triangular prisms: BM B 2/6d KB 2d/3 Depth of centre of buoyancy 1 d V ⫹ ⫽ below the waterline 32 A Longitudinal stability For rectangular waterplanes: BL3 12 I BM L L V IL
For box shapes: BM L
L2 12d
487
488
Ship Stability for Masters and Mates
For triangular prisms: BM L
L2 6d
Transverse statical stability Moment of statical stability W GZ At small angles of heel: GZ GM sin By wall-sided formula: GZ (GM
1 2
BM tan 2 ) sin
By Attwood’s formula: GZ
v hh1 BG sin V
Stability curves: New GZ Old GZ GG1 sin heel or New GZ KN KG sin heel Dynamical stability W Area under stability curve v(gh g1 h1 ) W BG(1 cos ) V lo
Total VHM SF W
l40 lo 0.8
Approx angle of heel
Actual HM
Total VHM SF
Actual HM 12° Maximum permissible HM Approx angle of due to grain shift
Reduction in GZ (GG H cos ) (GG V sin ) W ship displacement in tonnes GG H horiz movement of ‘G’ GG V vert movement of ‘G’ lo righting arm @ 0° (if upright ship) l40 righting arm @ 40° HM heeling moment SF stowage factor VHM volumetric heeling moment
Summary of stability formulae
489
List Final KG
Final moment Final displacement
wd Final W GG1 tan list GM GG1
Increase in draft due to list: New draft
1 2
b sin (d) cos . . . Rise of floor is zero put ‘r’ in if rise of floor exists. (measured at full Br. Mld)
Inclining experiment: Length of plumbline GM GG1 Deflection
Effect of free surface Virtual loss of GM
lb3 1 2 12 W n
Drydocking and grounding Upthrust at stern: P⫽
MCTC t l
or P ⫽ Old ⫺ New displacement Virtual loss of GM
P KM W
or
P KG WP
Pressure of liquids Pressure (P) Dwg Thrust P Area Depth of centre of pressure
I WL AZ
490
Ship Stability for Masters and Mates
Bilging and permeability
S 100 per cent SF v Increase in draft A a Permeability
Strength of ships Stress
Load Area
Strain
Change in length y Original length R
Young’s modulus: E
Stress Strain
Bending moment: M Section modulus
E I R I Y
Shearing stress: q
F y It
Stress: f
E y R
Freeboard marks Distance Summer LL to Winter LL
1 48
Summer draft
Distance Summer LL to Tropical LL 418 Summer draft
Ship squat bT BH C S 0.81 Vk2.08 b 20
Blockage factor max
Summary of stability formulae
yo ⫽ H ⫺ T y 2 ⫽ y o ⫺ ␦max As b T Ac B H In open water: max
C b Vk2 100
In confined channel: C b Vk2 50 Width of influence ⫽ 7.7 ⫹ 20 (1 C b)2 max
Miscellaneous Angle of loll: 2 GM BM T
tan loll GM
2 initial GM cos loll
Heel due to turning: tan heel
v 2 BG g r GM
Rolling period: T 2
k
g GM
2k GM
Zero GM: tan list ⫽
3
2wd W BM
Theorem of parallel axes: I CG ⫽ I OZ ⫺ Ay 2
approx
491
492
Ship Stability for Masters and Mates
or I NA I xx Ay 2 Permeability () Permeability
BS 100 per cent SF
Increase in draft
Permeability ()
Volume available for water 100 Volume available for cargo
Permeability ()
SF of cargo solid factor 100 SF of cargo
Solid factor Sinkage Tan
1 RD
A a
Effective length l
Volume of bilged compartment Intact waterplane area
BB H GM bilged
Drafts and trim considerations Correction to observed drafts
Midships draft corrected for deflection
l1 Trim L1
d FP (6 d m ) d AP 8
Correction of midships draft Distance of LCF from midships Trim to true mean draft when LBP LCF is not at amidships Second trim correction for position of LCF, if trimmed hydrostatics are not supplied a (form correction) True trim (MCTC2 MCTC1 ) 2 TPC LBP Alternative form correction
50 (True trim )2 (MCTC2 MCTC1 ) LBP
Summary of stability formulae
493
Note These formulae and symbols are for guidance only and other formulae which give equally valid results are acceptable.
Mass Volume
RD
substance FW
(L B d) Cb DWT light AW (L B) CW TPC
AW 100
Sinkage/rise
W TPC
FWA
Summer 4 TPCSW
DWA
(1025 dock ) FWA 25
MSS GZ GZ GM sin GZ [GM 1–2 BM tan2 ]sin GZ KN (KG sin ) Dynamic stability Area under GZ curve Area under curve (SR1)
1 h (y1 4y 2 y 3 ) 3
Area under curve (SR2)
3 h (y1 3y 2 3y 3 y 4 ) 8
lo
Total VHM SF
l40 lo 0.8 Actual HM
Total VHM SF
494
Ship Stability for Masters and Mates
Approx angle of heel
Actual HM 12° Max permissible HM
Reduction in GZ (GGH cos ) (GGv sin ) Rolling period T (sec)
2 K g GM or
GG H/V
i T
FSC
l b3 T 12
FSC
FSM
tan
GG H GM
兺 Moments 兺 Weights
GG H
GM
兺 Moments 兺 Weights
w s length deflection
tan angle of loll
2 GM BM T
GM at angle of loll
tan
3
2ws BM T
2
K2 seconds GM T
ws
FSC
KG
2
or
2 initial GM cos
K2 gGM T
Summary of stability formulae
Draft when heeled (Upright draft cos ) ( 12 beam sin ) KM T KB BM T
Position of the metacentre
lT ∇ L B3 BM T ( box) 12 ∇ BM T
Distance Summer LL to Winter LL
1 Summer draft 48
Distance Summer LL to Tropical LL
1 Summer draft 488
KM L ⫽ KB ⫹ BM L BM L ⫽
IL ∇
BM L ( box) ⫽
MCTC
CoT
L3 B 12 ∇
GM L 100 LBP
兺 Trimming moment MCTC
Change of trim aft Change of trim
LCF LBP
LBP LCF LBP LCF Turn mean draft ⫽ Draft aft ⫾ trim LBP
Change of trim fwd Change of trim
Trim
P
(LCG ⬃ LCB) MCTC
Trim MCTC LCF
P Reduction in TMD TPC Loss of GM
P KM T
or
P KG P
495
496
Ship Stability for Masters and Mates
tan
v 2 BG g R GM
Permeability ()
Solid factor
Volume available for water 100 Volume available for cargo
1 RD
Permeability ()
SF of cargo solid factor 100 SF of cargo
Effective length l Sinkage
Volume of bilged compartment permea bility () Intact water plane area
I parallel axis I centroidal axis As 2 Tan
BB H GM bilged
Correction to observed drafts
l1 Trim L1
Midships draft corrected for deflection
d FP (6 d M ) d AP 8
Correction of midships draft to true mean drraft when CF not midships Distance of CF from midships trim (true trim at perp’s) LBP Second trim correction for position of CF iff trimmed hydrostatics are not supplied (form correction) True trim (MCTC2 MCTC1 ) 2 TPC LBP Alternative form correction
50 true trim 2 (M MCTC2 MCTC1 ) LBP
Summary Always write your formula first in letters. If you then make a mathematical error you will at least obtain some marks for a correct formula.