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Home Glossary R Rafter
Structural noun

Rafter

/ ˈrɑːftə /

Also known as: common rafter, hip rafter, valley rafter, jack rafter, principal rafter

A rafter is an inclined structural timber forming the slope of a pitched roof, running from the wall plate at eaves level up to the ridge board at the apex. Rafters carry the roof covering (tiles or slates, battens, roofing felt or underlay) and any imposed loads from snow or maintenance. In a traditional cut roof they are cut and fitted on site; in a modern roof they form part of factory-made trussed rafters. Standard sizes range from 47x100mm to 47x175mm depending on span and spacing.

Common rafters are set at 400mm or 600mm centres, bird's-mouth notched over the wall plate at the eaves, and nailed or skew-nailed to the ridge board at the apex. The bird's-mouth cut must not exceed one third of the rafter depth - a deeper notch significantly weakens the rafter at its most critical point. Ceiling joists (or collar ties) tie pairs of opposite rafters together to prevent the roof from spreading and pushing the walls outward - this horizontal thrust is one of the key loads a pitched roof transfers to the walls below.

In a hipped roof, hip rafters run diagonally from each corner of the wall plate to the end of the ridge. Jack rafters fill in between the hip rafter and the wall plate. Hip and valley rafters are typically 50mm deeper than the common rafters they support. Where rafters are long (over about 2.5m on the slope), a purlin provides intermediate support, reducing the effective span and allowing smaller rafter sections. A strutting beam or dragon tie transfers purlin loads back to the gable or a load-bearing internal wall.

Relevant PartPart A - Structure
Span tablesTRADA Span Tables for Solid Timber Members in Roofs
Timber gradeC16 minimum; C24 for longer spans or heavier loads
Bird's-mouth depthMust not exceed one third of rafter depth

Approved Document A requires roof structures to be designed to carry all expected loads - dead load (roof covering), imposed load (snow to BS EN 1991-1-3), and wind load. Rafter sizes for simple domestic roofs can be selected from TRADA Span Tables without further calculation. For non-standard roofs, complex geometries, or heavier roof coverings (green roofs, concrete tiles on steep pitches), structural engineering calculations are required. Changes to an existing roof structure - including loft conversions, adding dormers, or replacing roof coverings with significantly heavier materials - require Building Regulations approval.

Full Building Regulations guidance