Longitudinal Centre of Buoyancy (LCB)

Determine the longitudinal position of the buoyancy centre using hydrostatic moments or sectional areas with Simpson’s rule.

x is measured forward from AP. The entered moment and displacement volume must belong to the same hydrostatic condition.
Result — Hydrostatic Moment

LCB from AP: m

LCB as % of LPP from AP: %

Enter inputs to compute.
Enter equally spaced sectional areas from AP to FP. The first value is at x = 0 and the final value is at x = LPP.
Result — Simpson Integration

LCB from AP: m

LCB as % of LPP from AP: %

Enter inputs to compute.

Longitudinal Centre of Buoyancy (LCB): Formula, Datum and Simpson Integration

The longitudinal centre of buoyancy is the fore-and-aft position of the centroid of a ship's displaced underwater volume. It is the longitudinal point through which the resultant buoyant force acts in an upright hydrostatic condition.

LCB is a position rather than a volume or force. A reported value has no clear meaning unless its longitudinal datum, positive direction and loading condition are stated.

This calculator uses the aft perpendicular as its origin. Distances are measured forward from AP, so x = 0 at AP and x = LPP at FP.

Longitudinal centre of buoyancy formula

The coordinate of the buoyancy centroid is the first longitudinal moment of displaced volume divided by the total displaced volume:

xB = ∫x dV ÷ ∇

On this page, xB is reported as LCB measured forward from AP.

Symbols used in the LCB calculation
Symbol Meaning Usual unit
xB Longitudinal coordinate of the centre of buoyancy m
x Longitudinal coordinate measured from the selected datum m
dV Element of displaced underwater volume m3
∫x dV First longitudinal moment of displaced volume about the datum m4
Total displaced underwater volume m3
LPP Length between aft and forward perpendiculars m

Dividing a first moment in m4 by a volume in m3 produces a longitudinal distance in metres.

Datum requirement: the first moment and the reported LCB must use the same origin and positive direction. This calculator assumes that the first moment is taken about AP with positive x measured forward.

Worked example: hydrostatic first-moment method

Consider the following hydrostatic data:

  • Displaced volume ∇ = 8,800 m3
  • First moment about AP ∫x dV = 565,333.333 m4
  • LPP = 120 m

Step 1: Calculate LCB from AP

LCBAP = 565,333.333 ÷ 8,800 = 64.242 m

Step 2: Express the result as a percentage of LPP

LCB = 64.242 ÷ 120 × 100 = 53.535% of LPP from AP

The centre of buoyancy is therefore 64.242 m forward of AP.

Calculation methods available on this page

Comparison of the two LCB calculation methods
Method Main inputs Suitable use
Hydrostatic first moment ∇, ∫x dV and LPP Known hydrostatic volume and first-moment data
Station integration LPP and equally spaced sectional areas Offsets, sectional-area curves or preliminary hull geometry

1. Hydrostatic first-moment method

Use this method when displaced volume and its first longitudinal moment are available from hydrostatic calculations, a hull model or a table of form properties.

Both quantities must refer to the same draft, trim, hull geometry and longitudinal datum. A moment calculated about FP or amidships cannot be entered as though it were taken about AP.

The entered LPP does not change the LCB distance calculated from moment divided by volume. It is used to express that distance as a percentage of the AP–FP length and to check that the result lies within the stated perpendiculars.

2. LCB from sectional areas

The underwater volume can be represented as the integral of transverse sectional area along the ship:

∇ = ∫ A(x) dx

Its first longitudinal moment about AP is:

M1 = ∫ xA(x) dx

LCB is therefore:

LCB = ∫xA(x) dx ÷ ∫A(x) dx

Simpson integration used by the calculator

For N equally spaced stations over LPP, the station spacing is:

Δx = LPP ÷ (N − 1)

The calculator applies Simpson's one-third rule to the sectional areas:

∇ ≈ Δx ÷ 3 × [A0 + An + 4(A1 + A3 + ... + An−1) + 2(A2 + A4 + ... + An−2)]

The same Simpson multipliers are then applied to the products xiAi to obtain the first moment.

Station requirement: Simpson's one-third rule requires an even number of intervals and therefore an odd number of equally spaced stations. Areas must be entered in order from AP to FP.

Worked example: LCB from sectional areas

Consider seven equally spaced stations over:

  • LPP = 120 m
  • N = 7 stations
  • Sectional areas from AP to FP = 0, 40, 90, 120, 110, 70, 0 m2

Step 1: Calculate station spacing

Δx = 120 ÷ (7 − 1) = 20 m

Sectional areas and first-moment products
Station x from AP (m) A(x) (m2) xA(x) (m3) Simpson multiplier
00001
120408004
240903,6002
3601207,2004
4801108,8002
5100707,0004
6120001

Step 2: Integrate the sectional areas

∇ = 20 ÷ 3 × [0 + 0 + 4(40 + 120 + 70) + 2(90 + 110)]

∇ = 8,800 m3

Step 3: Integrate the first-moment products

M1 = 20 ÷ 3 × [0 + 0 + 4(800 + 7,200 + 7,000) + 2(3,600 + 8,800)]

M1 = 565,333.333 m4

Step 4: Calculate LCB

LCB = 565,333.333 ÷ 8,800 = 64.242 m from AP

LCB = 53.535% of LPP from AP

AP, FP and amidships reporting conventions

The same physical position can be reported in several ways. The datum and sign convention must accompany the number.

Equivalent LCB reporting conventions for the worked example
Convention Calculation Reported value
Forward from AP xB 64.242 m from AP
Aft of FP LPP − xB 55.758 m aft of FP
Percentage from AP xB/LPP × 100 53.535% LPP
Relative to amidships, positive forward xB − LPP/2 4.242 m forward of amidships

Some hydrostatic tables use amidships as zero and take aft as positive; others take forward as positive. Never infer the convention from the sign alone.

Do not compare bare numbers: an LCB reported as 4.2 m aft of amidships and one reported as 54% of LPP from AP may describe similar positions but use different origins and signs.

LCB, LCG and longitudinal equilibrium

LCB describes the location of buoyancy, while the longitudinal centre of gravity, LCG, describes the location of the vessel's total weight.

If a loading change moves LCG away from the buoyancy line of action, an initial trimming moment is produced. The vessel changes trim, causing the underwater geometry and LCB to move until a new equilibrium condition is reached.

For this reason, simply subtracting LCB from LCG does not by itself provide the final change of trim. The calculation also requires displacement and a longitudinal hydrostatic stiffness quantity such as MCT 1 cm or longitudinal metacentric height.

Initial trimming moment = Δ × (LCG − LCB)

LCG and LCB must use the same datum and positive direction before this difference is calculated.

LCB and LCF are different points

The longitudinal centre of buoyancy is the centroid of underwater volume. The longitudinal centre of flotation, LCF, is the centroid of waterplane area.

LCB is associated with the resultant buoyant force. LCF is the approximate pivot point for small changes of trim. They may lie close together on some hulls, but they are not interchangeable.

Difference between LCB and LCF
Property LCB LCF
Geometric basis Underwater volume Waterplane area
Centroid formula ∫x dV / ∇ ∫x dAWP / AWP
Primary use Buoyancy position and longitudinal equilibrium Reference point for small trim changes

Effect of loading condition, draft and trim

LCB belongs to a particular immersed hull condition. As draft changes, the sectional-area curve changes and its centroid may move forward or aft.

Trim also changes the underwater shape. A sectional-area dataset taken from an even-keel condition should not automatically be used to represent a substantially trimmed condition.

Internal weight transfers do not directly alter total displacement, but they can move LCG and cause the vessel to trim. The resulting change in underwater geometry then changes LCB.

Accuracy of station integration

Simpson integration approximates the area curve between the supplied stations. Its accuracy depends on station spacing and how well the data represent rapid geometric changes.

Additional stations may be needed near:

  • the bow and stern
  • a bulbous bow
  • an immersed transom
  • abrupt changes in sectional shape
  • knuckles or chines

The current calculator requires equal spacing over LPP. It does not support arbitrary station coordinates or mixed Simpson multipliers.

What LCB can and cannot show

LCB is useful for hydrostatic reporting, preliminary hull-form studies, longitudinal balance checks and trim calculations.

LCB alone cannot determine:

  • the vessel's final trim
  • LCG or total weight distribution
  • longitudinal centre of flotation
  • MCT 1 cm
  • forward and aft drafts
  • longitudinal strength
  • initial or large-angle transverse stability
  • resistance or required propulsion power

Common input errors

  • Entering a first moment calculated about FP as though it were about AP.
  • Using a first moment and displaced volume from different loading conditions.
  • Using displacement mass in tonnes where the calculator requires displaced volume in cubic metres.
  • Entering LOA or LWL where the station series represents LPP.
  • Entering station areas from FP to AP instead of AP to FP.
  • Using an even number of stations.
  • Using unequal station spacing.
  • Entering a different number of areas from the stated station count.
  • Entering negative sectional areas.
  • Mixing square metres, cubic metres, feet or other incompatible units.
  • Comparing LCB and LCG values that use different datums or sign conventions.
  • Confusing LCB with LCF.
  • Applying an even-keel sectional-area curve to a substantially trimmed condition.

Result check: when x is measured forward from AP over LPP, the calculated LCB should lie between 0 and LPP. A result outside that range normally indicates a datum, unit, station-order or moment error.

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References

The definitions and numerical methods used on this page follow established naval-architecture sources:

  1. United States Naval Academy, Principles of Ship Performance, Chapter 2: Hull Form and Geometry, section on the longitudinal centre of buoyancy and Simpson integration. USNA hull-form and geometry course notes .
  2. Tupper, E. C., Introduction to Naval Architecture, 5th edition, Butterworth-Heinemann, 2013. Introduction to Naval Architecture .
  3. Rawson, K. J. and Tupper, E. C., Basic Ship Theory, Combined Volume, 5th edition, Butterworth-Heinemann, 2001. Basic Ship Theory, Combined Volume .

NauticalSolver calculators are intended for preliminary engineering, study and independent checking. Use approved hydrostatic particulars, vessel-specific geometry and the loading computer for operational, contractual or statutory trim calculations.