BuildMetricLab
UK / US

Surveying & Mapping

Bearing and Distance Calculator

Calculates straight-line distance and whole-circle survey bearing between two coordinates

Updated 28 May 2026 · Live

What this tool does

Computes the straight-line (Cartesian) distance and the whole-circle survey bearing — in decimal degrees and degrees-minutes-seconds — between two points given as eastings and northings on a consistent metric grid.

Inputs
m
m
m
m
Result

Distance Between Points

141.42 m

Bearing (decimal)
45.00°
Bearing (DMS)
45° 0' 0.0"
Easting Delta
100.00 m
Northing Delta
100.00 m
Formula Used
Straight-line distance (m) on the grid
Whole-circle bearing (clockwise from grid north)
First point easting (m)
First point northing (m)
Second point easting (m)
Second point northing (m)

People also use

How the bearing and distance calculator works

The calculator treats both points as positions on a flat metric grid. Distance is the Pythagorean straight-line between them; bearing is the whole-circle angle measured clockwise from grid north. The bearing is reported in decimal degrees and in degrees-minutes-seconds (DMS), the standard survey notation. The deltas (ΔE, ΔN) are shown so the geometry can be checked at a glance.

Bearing convention used

Whole-circle bearing (WCB) from 0° to 360°, clockwise from grid north — the convention used in UK land surveying and on Ordnance Survey mapping. North is 0°, east 90°, south 180°, west 270°. The maths uses atan2(ΔE, ΔN) — note the easting (x) argument comes first because the angle is measured from the north axis, not the east axis.

Which coordinate systems work

Any consistent metric Cartesian system: OSGB36 National Grid eastings/northings, a local site grid, or a project coordinate system. The tool does not consume latitude/longitude — those need to be projected first (for example to OSGB36 or a local Transverse Mercator zone). Over short distances on a projected grid the planar shortcut is accurate to within the grid's own scale-factor distortion; over very long distances (tens of kilometres) the projection's scale factor becomes significant and a proper geodesic distance should be used instead.

When to commission a measured survey

Boundary disputes are expensive. For plot-critical measurements — extensions across a boundary, Party Wall Act 1996 notices, easements, or any deed-plan reconciliation — an RICS-accredited land survey rather than a calculated distance from drawing scales is the appropriate basis. This calculator is a planning aid, not a measured survey.

What this tool does not do

It does not convert between latitude/longitude and grid coordinates, apply OSTN15 or scale-factor corrections, account for curvature over long distances, or output a geodetic (true) bearing. For long-range or geodetic work, use a surveying package or the OS coordinate-conversion tools rather than this planar shortcut.

Using this calculator alongside other BuildMetricLab tools

Pair the bearing and distance with our area-from-coordinates (Shoelace), GPS coordinate converter, and contour-interval tools for a small setting-out workflow. All BuildMetricLab tools run entirely in your browser — no sign-up, no data sent anywhere, and every formula is shown on-page so you can audit the maths.

Sources & methodology

ΔE = x₂ − x₁; ΔN = y₂ − y₁. Distance D = √(ΔE² + ΔN²) (Pythagoras on a metric grid). Whole-circle bearing θ = atan2(ΔE, ΔN), normalised to the 0°–360° range; reported as both decimal degrees and degrees-minutes-seconds. The deltas ΔE and ΔN are shown so the geometry can be checked. The tool assumes a consistent planar metric coordinate system (OSGB36, local site grid, or project grid); it applies no scale-factor, OSTN15, or curvature correction.

Frequently asked questions

Which bearing convention does this use?

Whole-circle bearing (WCB) from 0° to 360°, measured clockwise from grid north — the UK land-surveying convention used on Ordnance Survey mapping. The bearing is given in both decimal degrees and degrees-minutes-seconds (DMS).

Why is the distance calculated on a flat grid rather than as a great-circle?

Eastings and northings on a projected grid (OSGB36 National Grid, a local site grid, or a project grid) are already planar coordinates, so straight-line Pythagoras is the correct distance on that grid. Over very long distances the projection's own scale-factor distortion becomes significant, and a geodesic (ellipsoidal) calculation in latitude/longitude is more appropriate. For short site distances on a metric grid, the planar shortcut is accurate to within the grid's scale factor.

What coordinate system should I use?

Any consistent metric Cartesian system: OSGB36 eastings/northings, a project grid set out from a site benchmark, or a local origin. The two points must share the same coordinate system. The tool does not accept latitude/longitude — those need projecting (for example with OS coordinate-conversion utilities) before use here.

Does this replace a measured survey?

No. For boundary work, Party Wall Act 1996 notices, easements, or deed-plan reconciliation, an RICS-accredited measured survey is the appropriate basis. This calculator is a planning aid; it does not apply scale-factor corrections, OSTN15 transformations, or earth-curvature adjustments.

Calculators from other categories that planners often reach for next.