Measurements & Conversions

Irregular Area Calculator (Offsets and Coordinates)

The area of a plot, bed or slab that is not a rectangle, from offsets off a baseline by the trapezoidal or Simpson's rule, or from its corner coordinates.

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Offsets for a wandering edge measured off a straight line; coordinates for a plot with a survey.

Offsets suit a bed or a boundary that curves: run a tape along the straight side you have — a path, a kerb, a fence — and measure square off it to the edge at every station. Coordinates suit a polygon whose corners a surveyor or a drawing has already fixed.

Trapezoidal treats the edge as straight between stations; Simpson's rule fits a curve through them.

On a smoothly curving edge Simpson's rule is closer for the same stations; on an edge with corners between stations neither rule is, and the stations should go at the corners. Simpson's rule needs an even number of intervals — an odd number of offsets — and closes a last odd strip as a trapezoid.

The fixed distance along the baseline between one offset and the next.

Closer stations follow a wandering edge better. Every metre or two (3 to 6 ft) is usual for a garden bed; a field boundary might go at ten or twenty metres (30 to 65 ft).

How many offsets you took, including the first and the last; the fields after that count are ignored.

The first and last offsets are at the two ends of the baseline and are often zero where the edge meets it.

The distance square off the baseline to the edge at station 1.

Measured at right angles to the baseline. An offset of zero is a real value, where the edge touches the line; stations beyond the count above are ignored.

The distance square off the baseline to the edge at station 2.

Measured at right angles to the baseline. An offset of zero is a real value, where the edge touches the line; stations beyond the count above are ignored.

The distance square off the baseline to the edge at station 3.

Measured at right angles to the baseline. An offset of zero is a real value, where the edge touches the line; stations beyond the count above are ignored.

The distance square off the baseline to the edge at station 4.

Measured at right angles to the baseline. An offset of zero is a real value, where the edge touches the line; stations beyond the count above are ignored.

The distance square off the baseline to the edge at station 5.

Measured at right angles to the baseline. An offset of zero is a real value, where the edge touches the line; stations beyond the count above are ignored.

The distance square off the baseline to the edge at station 6.

Measured at right angles to the baseline. An offset of zero is a real value, where the edge touches the line; stations beyond the count above are ignored.

The distance square off the baseline to the edge at station 7.

Measured at right angles to the baseline. An offset of zero is a real value, where the edge touches the line; stations beyond the count above are ignored.

The distance square off the baseline to the edge at station 8.

Measured at right angles to the baseline. An offset of zero is a real value, where the edge touches the line; stations beyond the count above are ignored.

The distance square off the baseline to the edge at station 9.

Measured at right angles to the baseline. An offset of zero is a real value, where the edge touches the line; stations beyond the count above are ignored.

The distance square off the baseline to the edge at station 10.

Measured at right angles to the baseline. An offset of zero is a real value, where the edge touches the line; stations beyond the count above are ignored.

The distance square off the baseline to the edge at station 11.

Measured at right angles to the baseline. An offset of zero is a real value, where the edge touches the line; stations beyond the count above are ignored.

Area

274.6 ft²

High confidence

The trapezoidal rule joins each pair of offsets with a straight line. On an edge that bows outward it reads slightly low, which Simpson's rule, shown beside it, corrects.

Baseline length
58.5 ft
Area by the trapezoidal rule
274.63 ft²
Area by Simpson's rule
273.54 ft²
Then change the inputs to see how far the answer moves.

Show calculation logic

How this was calculated

Formula source(s)

  • Area by offsets from a straight baseline (Ghilani and Wolf, Elementary Surveying: An Introduction to Geomatics): trapezoidal rule A = d × (o1/2 + o2 + … + on−1 + on/2); Simpson's one-third rule A = (d/3) × (o1 + 4o2 + 2o3 + 4o4 + … + on) over an even number of intervals
  • Area by coordinates, the shoelace formula: A = ½ × |Σ (xi × yi+1 − xi+1 × yi)| taken round the polygon in order (Ghilani and Wolf, Elementary Surveying)

Inputs used

What You Measured
Offsets square off a baseline at a fixed interval
Rule for the Offsets
Trapezoidal — straight lines between offsets
Interval Between Offsets
6.5 ft
Number of Offsets (2 to 11)
10
Offset 1
2 ft
Offset 2
3.5 ft
Offset 3
4.5 ft
Offset 4
6 ft
Offset 5
8 ft
Offset 6
6.5 ft
Offset 7
5 ft
Offset 8
3.5 ft
Offset 9
3 ft
Offset 10
2.5 ft
Offset 11
0 ft
Number of Corners (3 to 8)
4
Corner 1 Easting (x)
0 ft
Corner 1 Northing (y)
0 ft
Corner 2 Easting (x)
330 ft
Corner 2 Northing (y)
0 ft
Corner 3 Easting (x)
260 ft
Corner 3 Northing (y)
260 ft
Corner 4 Easting (x)
66 ft
Corner 4 Northing (y)
260 ft
Corner 5 Easting (x)
0 ft
Corner 5 Northing (y)
0 ft
Corner 6 Easting (x)
0 ft
Corner 6 Northing (y)
0 ft
Corner 7 Easting (x)
0 ft
Corner 7 Northing (y)
0 ft
Corner 8 Easting (x)
0 ft
Corner 8 Northing (y)
0 ft

Intermediate steps

Baseline length
58.5 ft
Area by the trapezoidal rule
274.63 ft²
Area by Simpson's rule
273.54 ft²
Final result274.63 ft²

Confidence note: The trapezoidal rule joins each pair of offsets with a straight line. On an edge that bows outward it reads slightly low, which Simpson's rule, shown beside it, corrects.

What this calculation does not cover

  • A plane area. A plot on a slope has a larger surface than its plan area, and the plan area is the one a deed, a planning form and most prices use.
  • Offsets assume the edge runs straight or smoothly between stations. A corner or a sudden change between two stations is missed; put a station at every corner.
  • Coordinates from a map or a projected grid carry that grid's scale factor, which changes area slightly across a zone; a survey's own coordinates on a site grid do not.

Estimated cost — your price

This site holds no price list for this material — local prices vary too much to publish honestly. Enter your supplier's price and the result is costed with it.

Computed in your browser — nothing you enter is uploaded. Presented in US customary units and US trade terminology. Where a formula follows a published standard, that standard and its edition are cited beside it on this page; where none governs, the page says so. Local amendments override model codes — verify against the code in force where you build.

Sources checked 2026-09-22 · v1.0.0

Regulatory standards & verification citations2
  1. Area by offsets from a straight baseline (Ghilani and Wolf, Elementary Surveying: An Introduction to Geomatics): trapezoidal rule A = d × (o1/2 + o2 + … + on−1 + on/2); Simpson's one-third rule A = (d/3) × (o1 + 4o2 + 2o3 + 4o4 + … + on) over an even number of intervals
  2. Area by coordinates, the shoelace formula: A = ½ × |Σ (xi × yi+1 − xi+1 × yi)| taken round the polygon in order (Ghilani and Wolf, Elementary Surveying)
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Your workspace

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Now that you have the number

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How to calculate irregular area (offsets and coordinates) in 33 steps

  1. What You MeasuredOffsets for a wandering edge measured off a straight line; coordinates for a plot with a survey.
  2. Rule for the OffsetsTrapezoidal treats the edge as straight between stations; Simpson's rule fits a curve through them.
  3. Interval Between OffsetsThe fixed distance along the baseline between one offset and the next.
  4. Number of Offsets (2 to 11)How many offsets you took, including the first and the last; the fields after that count are ignored.
  5. Offset 1The distance square off the baseline to the edge at station 1.
  6. Offset 2The distance square off the baseline to the edge at station 2.
  7. Offset 3The distance square off the baseline to the edge at station 3.
  8. Offset 4The distance square off the baseline to the edge at station 4.
  9. Offset 5The distance square off the baseline to the edge at station 5.
  10. Offset 6The distance square off the baseline to the edge at station 6.
  11. Offset 7The distance square off the baseline to the edge at station 7.
  12. Offset 8The distance square off the baseline to the edge at station 8.
  13. Offset 9The distance square off the baseline to the edge at station 9.
  14. Offset 10The distance square off the baseline to the edge at station 10.
  15. Offset 11The distance square off the baseline to the edge at station 11.
  16. Number of Corners (3 to 8)How many corners the polygon has; the coordinate fields after that count are ignored.
  17. Corner 1 Easting (x)The east–west coordinate of corner 1, from any fixed origin.
  18. Corner 1 Northing (y)The north–south coordinate of corner 1, from any fixed origin.
  19. Corner 2 Easting (x)The east–west coordinate of corner 2, from any fixed origin.
  20. Corner 2 Northing (y)The north–south coordinate of corner 2, from any fixed origin.
  21. Corner 3 Easting (x)The east–west coordinate of corner 3, from any fixed origin.
  22. Corner 3 Northing (y)The north–south coordinate of corner 3, from any fixed origin.
  23. Corner 4 Easting (x)The east–west coordinate of corner 4, from any fixed origin.
  24. Corner 4 Northing (y)The north–south coordinate of corner 4, from any fixed origin.
  25. Corner 5 Easting (x)The east–west coordinate of corner 5, from any fixed origin.
  26. Corner 5 Northing (y)The north–south coordinate of corner 5, from any fixed origin.
  27. Corner 6 Easting (x)The east–west coordinate of corner 6, from any fixed origin.
  28. Corner 6 Northing (y)The north–south coordinate of corner 6, from any fixed origin.
  29. Corner 7 Easting (x)The east–west coordinate of corner 7, from any fixed origin.
  30. Corner 7 Northing (y)The north–south coordinate of corner 7, from any fixed origin.
  31. Corner 8 Easting (x)The east–west coordinate of corner 8, from any fixed origin.
  32. Corner 8 Northing (y)The north–south coordinate of corner 8, from any fixed origin.
  33. AreaThe tool computes the area from those figures and shows the formula, its sources, and a confidence rating alongside it.

Area by interval between offsets

Page defaults, not your figures above.

Interval Between OffsetsArea (ft²)
4 ft169
6 ft253
8 ft337
10 ft422
12 ft506

Frequently asked questions

Why not average the sides and multiply?
Because it is exact only for a rectangle, and on anything else it almost always over-reads. The plot guide's field — 100 m (328 ft) along the road, 60 m (197 ft) at the back and 80 m (262 ft) deep — is 6,400 m² (1.581 acres), but averaging its four measured sides gives 6,597 m² (1.630 acres): three per cent invented out of four correct measurements.
How do I measure offsets?
Run a tape along a straight line you already have — a path, a kerb, a fence — and at a fixed interval measure square off it to the edge. Each pair of neighbouring offsets makes a strip that is close to a trapezoid, and the rule adds the strips. Put a station at any corner in the edge, because a corner between two stations is cut off.
Trapezoidal or Simpson's rule?
Simpson's rule fits a curve through each three offsets and is closer on a smoothly curving edge; the trapezoidal rule joins them with straight lines and reads slightly low on an edge that bows outwards. On seven offsets at 10 m (33 ft) intervals across a bulging edge the two differ by about four and a half per cent. Simpson's rule needs an odd number of offsets.
Does it matter which way round I enter the corners?
No — clockwise or anticlockwise gives the same area, because the formula takes the absolute value. What matters is that they are in order round the boundary: a corner entered out of sequence makes the outline cross itself and the area comes out wrong with no warning.
Preliminary estimate, not certified engineering. This tool produces an indicative quantity calculation for planning purposes only — it is not a certified structural analysis, a guaranteed material takeoff, or a substitute for building department approval. Always verify measurements on-site and have a licensed contractor or structural engineer review any load-bearing, code-sensitive, or safety-critical work before purchasing materials or starting construction. Spotted an arithmetic or standards error? Report it to contact@craftquantities.com with your inputs — a confirmed fix gets a permanent check of its own, so the same mistake cannot come back.