What Do Subsidence Cracks Look Like?

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Quick answer

Subsidence cracks are typically diagonal (about 45°), wider than 3mm (thicker than the edge of a £1 coin), and tapered — wider at the top than the bottom. They start at the corners of doors and windows, the weakest points in a wall, and can usually be seen on both the inside and outside of the same wall. The defining feature is that they are progressive — they keep widening over time. Fine, stable, straight or vertical cracks are usually cosmetic.

Subsidence crack vs a harmless crack

Almost every home has some cracks. This table shows how the features of a subsidence crack differ from an everyday cosmetic one.

FeatureSubsidence crackCosmetic crack
WidthWider than about 3mm (thicker than a £1 coin edge); often 5mm or moreHairline to ~1mm
DirectionDiagonal, typically running at roughly 45°Straight, vertical or along a plaster join
LocationStarts at the corner of a door or window opening — the weakest point in a wallMid-wall, random, or where old and new plaster meet
ShapeTapered — wider at the top than the bottomRoughly even width along its length
Inside and outsideVisible on both faces of the same wall, often lining upUsually only on the internal plaster surface
Over timeProgressive — keeps widening over weeks or monthsStable — unchanged for years

How to read crack width: the BRE Digest 251 scale

UK surveyors classify structural cracking against BRE Digest 251, the Building Research Establishment's standard for assessing damage in low-rise buildings. It runs from category 0 (negligible) to category 5 (very severe). Use it as a guide to how seriously to take a crack — width alone is not a diagnosis.

CategoryTypical widthWhat it means
0 — NegligibleUp to 0.1mmNot significant
1 — Very slightUp to ~1mmFine cracks, easily filled
2 — SlightUp to ~5mmCracks noticeable; filling and redecoration
3 — Moderate~5–15mmRepointing / some brickwork replacement; doors may stick
4 — Severe~15–25mmExtensive repair; walls lean or bulge
5 — Very severeOver ~25mmMajor work, possibly partial rebuild; structural instability

Widths are indicative and follow the BRE Digest 251 classification used in RICS surveys. Category 2 and above near door and window openings warrants a professional assessment.

Why does the crack widen towards the top?

When one part of a foundation drops, the wall above it rotates slightly around the point that stays put. That opens the crack more at the top than the bottom, giving the classic tapered, wider-at-the-top shape. Heave — the ground swelling upward, often after a large tree is removed and clay rehydrates — tends to do the opposite, so a crack that is wider at the bottom can point to heave rather than subsidence. A structural engineer reads the direction and taper together.

Why look at both the inside and the outside?

A crack caused by ground movement usually passes right through the full thickness of the wall, so it appears on the external brickwork and the internal plaster of the same wall, and the two often line up. A crack that shows only on internal plaster, or only at the surface, is more likely to be cosmetic — thermal movement or plaster shrinkage. Checking both faces is one of the quickest ways to separate a structural crack from a decorative one.

“Cracks caused by subsidence are usually diagonal and wider at the top than the bottom. They often appear suddenly and are visible both inside and outside the property.”
— Association of British Insurers, subsidence guidance

Where do subsidence cracks tend to appear?

The most common places are the corners of windows and doors, where the wall is weakest; the junction between an extension, bay window or porch and the main house, where a more lightly founded structure moves differently; and around the base of external walls. Because most UK subsidence is driven by shrink-swell clay, cracks often open in a dry summer and partly close again after wet weather — another clue that points to the ground rather than the building.

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Frequently asked questions

Subsidence cracks are typically diagonal (around 45°), wider than about 3mm, and taper so they are wider at the top than the bottom. They start at the corners of doors and windows — the weakest points in a wall — and can usually be seen on both the inside and outside of the same wall. The defining feature is that they are progressive: they keep widening over time. Fine, stable, straight or vertical cracks are usually cosmetic.
As a rough guide, cracks wider than about 3mm — thicker than the edge of a £1 coin — warrant a professional opinion, and cracks over 5mm are treated more seriously. Surveyors classify damage using the BRE Digest 251 scale: category 0–1 (up to about 1mm) is negligible or very slight, category 2 is up to 5mm, and category 3 and above (5mm+) starts to indicate structural movement. Width alone is not proof — whether the crack is moving matters as much as its size.
Both, and that is part of the diagnosis. A crack caused by subsidence usually passes right through the wall, so it shows on the external brickwork and the internal plaster of the same wall, often lining up. Internal-only cracks in plaster, or cracks that stop at the surface, are more likely to be cosmetic. Outside, look at brickwork near openings and where extensions or bay windows meet the main house.
Subsidence cracks come from the ground sinking, so they typically widen towards the top of the wall. Heave is the opposite — the ground swelling and pushing up, often after a tree is removed and clay rehydrates — and can produce cracks that are wider at the bottom. Settlement cracks are the small, one-off cracks of a new building or extension bedding in, and are usually fine and stable. A structural engineer distinguishes them because the cause, and the fix, differ.
No. Diagonal cracks near openings are a classic subsidence pattern, but thermal movement, wall-tie failure, lintel problems and normal settlement can all produce diagonal cracking too. The stronger the combination — diagonal, over 3mm, tapered, near an opening, visible inside and out, and widening — the more likely subsidence is. Because no single feature is conclusive, a RICS surveyor or structural engineer monitors the crack before diagnosing.

Related guides

Sources

Crack descriptions and the BRE Digest 251 categories are general guidance, not a diagnosis. Any crack over about 3mm, or one that is widening, should be assessed by a RICS surveyor or structural engineer.