Standard edge distances and bolt spacing are defined in BS 5950 and Eurocode (BS EN 1993), with larger distances recommended for full strength and fatigue conditions. This page provides a bolt edge distance chart, pitch spacing values and practical design guidance for structural and mechanical applications.
Minimum Edge Distances as identified in BS 5950-1 2000 "Structural use of steelwork in building.
Code of practice for design. Rolled and welded sections".
Notes;
BS EN 1993-3 2005 supersedes this standard and the
edge distances in this standard seem to be a bit less than the ones I have listed. However I have maintained
my figures in line with the original version.
It must be stated that connections under tension with the end edge distance (b = 1,4 D) cannot withstand
the full load that is possible with the bolted connection. An end distance of B = 2D is required to achieve this
maximum strength. See bolt spacing and pitch tables.
Bolt edge distances are critical in preventing tearing, shear failure and bearing failure of the plate material. The values in the table represent minimum distances for safe design, but in practice larger distances are often used.

| Bolt Size (Nominal Diameter d) | Clearance Hole (D) | Pitch (A) | Min Edge(B) | Min Edge(C) |
| M12 | 14 | 30 | 20 | 18 |
| M16 | 18 | 40 | 26 | 23 |
| M20 | 22 | 50 | 31 | 28 |
| M24 | 26 | 60 | 37 | 33 |
| M27 | 30 | 68 | 42 | 38 |
| M30 | 33 | 75 | 47 | 42 |
| M36 | 39 | 90 | 55 | 49 |
Minimum edge distances are based on preventing local failure at the plate edge. However, good engineering practice is to exceed these values where possible.
Minimum edge distance is often expressed as a multiple of bolt diameter:
Edge Distance ≥ 1.5D to 2D
Minimum edge distance is the distance from the centre of a bolt hole to the edge of the plate, typically between 1.5D and 2D depending on the application and standard used.
Edge distance is important to prevent tearing, shear failure and bearing failure at the plate edge in bolted connections.
An edge distance of at least 2D is generally required to achieve full strength in structural connections.
Bolt edge distances are defined in standards such as BS 5950 and Eurocode (BS EN 1993), depending on the design requirements.
Relevant links