MGP10SpanTables
MGP10 Guide

MGP10 Rafter and Roof Member Spans

Roof rafters spanning from a ridge under roof loadRafters span from ridge to wall; sizing depends on Roof Load Width, roof mass & wind
MGP10 Rafter and Roof Member Spans

Roofs bring a few extra variables to the party. Alongside spacing and span type, roof members care about how much roof they carry, how heavy that roof is, and what the wind is doing. Get those three right and MGP10 roof spans make sense.

Roof rafters spanning from a ridge under roof loadRafters span from ridge to wall; sizing depends on Roof Load Width, roof mass & wind
Rafters span from the ridge down to the walls, carrying the roof load. Their size depends on roof load width, roof mass and wind.

Roof load width

Roof load width (RLW) is the roof equivalent of floor load width: how much roof area a member must carry down to its supports. As with floors, a larger RLW means more load and therefore a shorter allowable span for a given size. Roof tables are built around RLW, so it must be established correctly — see wind classification and load width.

Roof mass: sheet vs tile

Wind matters on a roof

Wind loads the roof — including uplift that tries to lift it off — so the wind classification (N1–N4, or C1–C4 in cyclonic regions) directly affects roof member spans and the tie-down design. Always read the column for your assessed wind class, not a guess.

Rafters, beams and the limits of MGP10

MGP10 commonly suits rafters and ceiling joists in ordinary domestic roofs. But ridge beams, hanging beams, strutting beams and other members that gather large areas or point loads can exceed what MGP10 handles in a sensible size. In those cases a higher grade, an engineered beam (LVL, glulam) or a specific engineering design is the right answer.

Don't forget the overhang

Roof tables often give both a maximum span and a maximum overhang (eaves). The overhang is governed too — a generous eave changes the demands on the member. Read both figures, not just the span.

Approaching the lookup

For an MGP10 roof member: establish RLW, identify roof mass (sheet or tile), confirm your wind class, set spacing and span type, then read the size that meets your span and overhang from the current table. The Span Spec Builder gathers RLW, roof mass and wind so your lookup is complete.

On the roof

Speed / Rafter Square

For fast, repeatable square cuts and rafter angles. An essential bit of kit once you move from floor framing up to the roof.

$15–$40 Check price on Amazon →

Cordless Drill / Driver Kit

Pre-drilling and driving structural screws and bugle batten screws into framing. A two-piece drill-plus-impact kit covers almost everything.

$120–$350 Check price on Amazon →

Keep going

For openings and concentrated loads, read MGP10 lintels and beams, and make sure you are solid on deflection.

Frequently asked questions

What is roof load width?
Roof load width (RLW) is the width of roof area a member has to carry down to its supports — the roof equivalent of floor load width. A larger RLW means more load and a shorter allowable span.
Does roof mass affect the span?
Yes, significantly. A heavy tiled roof loads members far more than a light steel-sheet roof, so the tables have separate values for sheet and tile. Reading the sheet column for a tiled roof is a serious error.
Does wind classification matter for rafters?
Yes. Wind acts on the roof (including uplift), so the wind classification (N1–N4 or C1–C4) changes the span values. You must use the column for your assessed wind class.
Can MGP10 be used for ridge beams and large roof beams?
Sometimes, for modest cases, but larger roof beams and those carrying concentrated loads often need a higher grade or an engineered product like LVL, plus a specific design. For anything substantial, involve an engineer.

Build your lookup

Use the Span Spec Builder to assemble the exact parameters for this member, ready for the official tables or your engineer.

Open the Spec Builder