IS 2366

: 1983

Code of practice for nail-jointed timber construction

CurrentSpecializedCode of PracticeStructural Engineering · Building Construction Practices incl. Painting, Varnishing
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This code lays down the requirements for the design, fabrication, and assembly of nail-jointed timber construction. It covers permissible lateral loads, detailed spacing specifications for nails to prevent splitting, and the selection of appropriate timber and nail materials.

Code of practice for nail-jointed timber construction

Quick Reference Values
Minimum edge distance5d (where d is nail diameter)
Minimum end distance in tension12d
Minimum end distance in compression10d
Minimum spacing between nails in a row (parallel to grain)10d
Minimum spacing between rows of nails (perpendicular to grain)5d
Maximum timber moisture content at fabrication20%
Practical Notes
Always stagger nails rather than aligning them on the same grain line to minimize the risk of the timber splitting.
If the nail diameter exceeds 1/6th of the timber thickness, or if using dense hardwoods, pre-bore holes to about 4/5th of the nail diameter.
Avoid driving nails parallel to the grain (into the end grain) as it significantly reduces both withdrawal resistance and lateral load capacity.