Bolt spacing and edge distance chart

The minimum distances for a bolt through a timber, by bolt diameter — end distance in tension and in compression, edge distance, spacing along a row and between rows, and the hole to drill.

Bolt spacing and edge distance chart
BoltEnd, tension (7D)End, compression (4D)Edge (1.5D)In a row (4D)Between rows (1.5D)Hole
1/4"1 3/4"1"3/8"1"3/8"5/16"
5/16"2 3/16"1 1/4"1/2"1 1/4"1/2"3/8"
3/8"2 5/8"1 1/2"9/16"1 1/2"9/16"7/16"
1/2"3 1/2"2"3/4"2"3/4"9/16"
5/8"4 3/8"2 1/2"15/16"2 1/2"15/16"11/16"
3/4"5 1/4"3"1 1/8"3"1 1/8"13/16"

Reading it

  • NDS geometry requirements for full design value — the standard the building code references rather than the code itself. Defaults, not law: ring the building department, and get anything holding a structure up designed by somebody who will stamp it.
  • End distance is along the grain and edge distance is across it. The gap between the first two columns is the useful one: a tension joint tries to split a plug out of the end of the board and a compression joint does not, so turning a connection around nearly halves the room it needs.
  • Everything scales with the bolt rather than with the timber. A wider board does not make a bolt near its end any safer.
  • Reduced spacings are permitted at a proportionally reduced design value and are deliberately not printed here, because that is a decision with a load behind it rather than a number to read off a chart.
  • The hole is a sixteenth over the bolt — enough that it goes through two parts whose holes never quite line up, and no more, because the slop is movement before the joint takes load. A lag is different: its threads cut their own way and want a pilot hole smaller than the shank.