🌐 METRIC UNITS · MM / M / DEGREES
Roof Truss Calculator Metric
Enter the span in metres and the pitch in degrees — the way UK, Australian and New Zealand drawings actually quote them — and read back ridge rise in millimetres, top-chord lengths, and rafter lengths with overhang. No inches, no x/12 gymnastics, just the numbers a metric set-out sheet needs.
Metric Roof Truss Geometry Calculator
Enter the span in metres, the roof pitch in degrees, and an optional eaves overhang in millimetres — every output is millimetre-ready.
Run
2.25 m
half the clear span
Run in mm
2250 mm
for mm-first drawings
Ridge rise
1.049 m
1049 mm above wall plates
Top chord, per side
2.483 m
heel to ridge, no overhang
Both top chords
4.965 m
total top-chord length
Rafter with overhang
2.924 m
adds the eaves projection
Pitch ×/12 equivalent
5.6/12
imperial-style reading of the angle
Plumb cut angle
65.0°
vertical cut at the ridge
These are lengths and heights only — member sizes and grades need your local timber rules, so confirm the final design with a licensed engineer.
How the Metric Roof Truss Calculator Works
Everything on this page runs on a millimetre-first, metre-second, kilonewton-third workflow — the unit ladder used across UK, Australian and New Zealand structural documentation. You type the span as a metre value such as 4.5 (which is 4500 mm on the drawing), the pitch as a plain angle such as 25°, and the calculator resolves the right-triangle geometry that a gable roof forms over the building’s centreline. Because a symmetrical roof splits the span into two identical halves, every length the tool reports traces back to one small triangle with the run as its base.
The second difference from imperial tools is the pitch itself. American charts speak in “x/12” — how many inches the roof climbs per 12 inches of run — while metric drawings simply state the angle, because a protractor and a degree scale travel better than a rise-per-foot convention. A UK truss fabricator quotes 22.5°, not 5/12. The calculator therefore takes degrees as input and shows the ×/12 reading only as a courtesy output, so a plan imported from North America can still be checked without converting anything by hand.
- 1Run = span ÷ 2. For a 4.5 m span the run is 2.25 m — the horizontal base of the roof triangle from wall plate to ridge.
- 2Ridge rise = run × tan(θ). With a 25° pitch: 2.25 × 0.46631 = 1.049 m, which is 1049 mm of height above the wall plates.
- 3Top chord per side = run ÷ cos(θ). At 4.5 m and 25°: 2.25 ÷ 0.90631 = 2.483 m, so both chords together total 4.966 m.
- 4Rafter with overhang = (run + overhang) ÷ cos(θ). A 400 mm eaves projection extends the 25° rafter to (2.25 + 0.40) ÷ 0.90631 = 2.924 m per side.
Two derived readings ride along with the four lengths. The ×/12 equivalent is 12 × tan(θ), so 25° shows as 5.6/12 — useful whenever a drawing, a video, or a supplier quote slips into imperial language. The plumb cut angle is 90° − θ, which at 25° is 65.0°: that is the angle the ridge cut makes against the horizontal, and getting it right is the difference between top chords that meet cleanly at the apex and a ridge that needs re-cutting on site.
One habit separates a smooth metric takeoff from an expensive one: keep the units in a single lane per calculation. Convert the span to metres once, keep the overhang in millimetres until the last line, and only convert the final rise to millimetres for the drawing. Mixing them midway — adding 400 to 2.25 because both “look like lengths” — inflates the rafter length by a factor of a hundred and is the single most common arithmetic failure in metric roof work. The calculator’s inputs are labelled by unit precisely so the mixing never starts.
Roof Pitch in Degrees: Angle to X/12 Conversion Table
Metric countries work in degrees, but the wider roofing world leaks imperial language from every direction: Australian product sheets sometimes carry a legacy x/12 column, imported software defaults to it, and overseas suppliers quote it by habit. The conversion is a single multiplication — the x-value is 12 × tan of the angle — so the table below covers every half-degree step you are likely to meet between a shallow 15° mono-pitch and the 45° ceiling of a steep alpine-style roof. Read it left to right to translate a metric drawing into imperial, or right to left when a plan arrives the other way.
| Pitch (degrees) | ×/12 equivalent | Rise per 1 m of run (tan θ) |
|---|---|---|
| 15.0° | 3.2/12 | 0.268 |
| 17.5° | 3.8/12 | 0.315 |
| 20.0° | 4.4/12 | 0.364 |
| 22.5° | 5.0/12 | 0.414 |
| 25.0° | 5.6/12 | 0.466 |
| 27.5° | 6.2/12 | 0.521 |
| 30.0° | 6.9/12 | 0.577 |
| 32.5° | 7.6/12 | 0.637 |
| 35.0° | 8.4/12 | 0.700 |
| 37.5° | 9.2/12 | 0.767 |
| 40.0° | 10.1/12 | 0.839 |
| 45.0° | 12.0/12 | 1.000 |
💡 Tip — converting UK drawings quoted in degrees: when a drawing says 25°, do not eyeball it against an imperial chart; multiply 12 × tan 25° = 5.6 and you have the exact x/12 value. Beware the near-miss at the top of the table: 45° is exactly 12/12, but 40° is 10.1/12, not 10/12 — rounding the conversion instead of computing it introduces up to a 3° error, which on a 6 m span shifts the ridge height by about 120 mm. When the number feeds a fabrication order, confirm the stated angle with your truss manufacturer or a licensed engineer.
Truss Height Calculator Metric: Rise from Span and Angle
Ridge height is the number that decides whether a loft bedroom stands upright or stoops, whether a dormer clears the ridge, and whether a solar array keeps its winter sun. The formula never changes: rise = (span ÷ 2) × tan(θ). Work two derivations end to end and the pattern locks in. First, a 4.5 m span at 25°: the run is 4.5 ÷ 2 = 2.25 m; tan 25° = 0.46631; the rise is 2.25 × 0.46631 = 1.049 m, or 1049 mm. Second, a 6 m span at 22.5°: the run is 3.00 m; tan 22.5° = 0.41421; the rise is 3.00 × 0.41421 = 1.243 m, or 1243 mm. Notice that the wider building rises less — height scales with the angle much faster than with span.
The angle term dominates precisely because tan grows non-linearly. Move a 6 m span from 22.5° to 30° and the rise jumps from 1.243 m to 1.732 m — a 39% increase for a 7.5° change — while moving the same span from 4.5 m to 6.0 m at a fixed 25° lifts the rise only from 1.049 m to 1.399 m. That is why planning rules, height-to-boundary limits and ridge-line restrictions bite steep roofs first, and why the pitch cell of your set-out sheet deserves more scrutiny than the span cell.
⚠️ Warning — rise is not member length: the rise is the vertical height at the ridge; the top-chord member is the hypotenuse and is always longer. On the 4.5 m example the rise is 1.049 m but the chord is 2.483 m per side — a difference of 1.434 m, enough to wreck a materials order if the two get swapped. The same trap repeats at the eaves: an overhang measured horizontally (400 mm) does not add 400 mm of timber, it adds 400 ÷ cos 25° = 442 mm of rafter. If a quoted “height” number on a supplier document looks suspiciously short for your span, check whether it is the rise or the chord before you sign off — and confirm the final geometry with a licensed engineer.
One boundary case deserves a mention: at very low pitches the tangent flattens, so height becomes insensitive to span — a 10 m span at 15° rises only 1.340 m, less than a 4.5 m span at 25°. That is the whole appeal of shallow metric trusses under height-limited planning envelopes, and equally the reason shallow roofs demand careful drainage and load detailing, since the geometry that minimises height also slows water off the roof. Whatever the pitch, treat every figure here as geometry and have the structural side confirmed with a licensed engineer.
Worked Examples: 4.5 m, 6 m and 7.2 m Roof Trusses
Three spans cover most residential metric work: a 4.5 m single garage or bedroom bay, a 6 m family-room span, and a 7.2 m open-plan clear span. Each example below is derived step by step at the pitch a fabricator would typically quote for it, and each carries a deep link that opens the Structural Analysis tab preloaded at exactly those dimensions, in metric units, so you can watch member forces rather than just lengths.
4.5 m Span at 25°
- ▸ Run = 4.5 ÷ 2 = 2.25 m (2250 mm).
- ▸ Rise = 2.25 × tan 25° = 2.25 × 0.46631 = 1.049 m (1049 mm).
- ▸ Top chord per side = 2.25 ÷ cos 25° = 2.483 m.
- ▸ Both top chords = 4.966 m of timber before any overhang.
- ▸ With a 400 mm eaves overhang, each rafter runs (2.25 + 0.40) ÷ cos 25° = 2.924 m.
Open the analysis tab preloaded at 4.5 m (metric units) →
Howe roof preset, 4.5 m span and 1.15 m height, 2 bays — member forces and reactions build instantly from the link.
Steel Truss Calculator 4.5m Example
The same 4.5 m span doubles as a steel demonstration. The preloaded model is a Howe truss with a 4.5 m span and a 1.15 m height, which works out to a pitch of arctan(1.15 ÷ 2.25) = 27.0°, arranged in 2 bays. Its top chord per side is the hypotenuse of that steeper triangle: √(2.25² + 1.15²) = √6.385 = 2.527 m. Because the units are metric, the member properties enter as stiffness in GPa and area in square millimetres — exactly the numbers a steel section table publishes.
Open the steel-member model at 4.5 m →
All three member groups set to E = 200 GPa (the tab displays ≈ 199.9 GPa after unit conversion) with a 2284 mm² cross-section, and 2 kip joint loads ≈ 8.9 kN each.
6 m Span at 22.5°
- ▸ Run = 6.0 ÷ 2 = 3.00 m (3000 mm).
- ▸ Rise = 3.00 × tan 22.5° = 3.00 × 0.41421 = 1.243 m (1243 mm).
- ▸ Top chord per side = 3.00 ÷ cos 22.5° = 3.247 m.
- ▸ Both top chords = 6.494 m.
Open the analysis tab preloaded at 6.0 m (metric units) →
Fink roof preset, 6 m span and 1.5 m height (≈ 26.6°), 2 bays — the classic Australian family-room layout.
Note the deep-link model uses a 1.5 m height for its member-force analysis; the 1.243 m figure above is the pure 22.5° geometry.
7.2 m Span at 30°
- ▸ Run = 7.2 ÷ 2 = 3.60 m (3600 mm).
- ▸ Rise = 3.60 × tan 30° = 3.60 × 0.57735 = 2.078 m (2078 mm).
- ▸ Top chord per side = 3.60 ÷ cos 30° = 4.157 m.
- ▸ Both top chords = 8.314 m.
Open the analysis tab preloaded at 7.2 m (metric units) →
Howe roof preset, 7.2 m span and 1.8 m height, 3 bays — an open-plan clear span with an extra web panel.
At 7.2 m and 30° the ridge sits past 2 m — check local height-to-boundary rules before committing to the pitch.
Read the three examples against each other and the scaling behaviour of roof geometry becomes obvious. Doubling the span from 4.5 m to 7.2 m (a factor of 1.6) while lifting the pitch from 25° to 30° nearly doubles the rise, from 1.049 m to 2.078 m, and stretches each top chord from 2.483 m to 4.157 m — a 67% increase in the longest single member you must source. Chord length, not span, is what drives whether a fabricator can build a truss in one piece or must splice it, which is why the per-side column, not the total, is the one to watch when you ring for a quote. Confirm every layout with a licensed engineer before fabrication.
Regional Timber Grades: UK, Australia, NZ, South Africa & Canada
Geometry travels freely across borders; timber grades do not. A 6 m span at 22.5° produces the same 1.243 m rise in every country on this list, but the name on the timber, the grading machine’s stamp, and the design code behind it all change at the border. The notes below keep to what each system is called and how it is graded — the qualitative map you need before a conversation with a local supplier — without inventing allowable-stress numbers that belong to your engineer.
Roof Truss Calculator UK: C16 vs C24
Searches like roof trusses calculator uk or roof truss size calculator uk almost always end at the same fork: C16 or C24. Both are strength classes defined in BS EN 338 — the grading standard that sorts softwood into bands by stiffness and strength. C24 is the stiffer and stronger of the pair, which is why it is the common default in UK trussed-rafter specifications when the modest price premium is acceptable, while C16 remains widely used where loads allow. The practical consequence is simple: the same truss geometry can often use slightly smaller or more widely spaced members in C24 than in C16. UK structural timber design now runs through Eurocode 5 (BS EN 1995), which replaced the older BS 5268 permissible-stress method, so a fabricator’s quote today reflects limit-state design rather than your grandfather’s span tables. Use this page for lengths and heights, then let the fabricator’s Eurocode 5 software pick the section — and confirm the result with a licensed engineer.
Roof Truss Calculator Australia: MGP10 vs MGP12
A roof truss design calculator australia query lands in machine-graded pine territory. Australian framing softwood is stamped MGP — Machine Graded Pine — followed by a number that encodes stiffness: MGP10 is the volume-grade workhorse of residential roofs, and MGP12 is the higher-stiffness step up when a design wants a bit more performance from the same nominal size. The grading itself is done by machine, bending each piece and correlating its response to assigned properties, which is what makes the MGP label consistent across suppliers. Design context comes from AS 1720 (timber structures) with AS 1684 framing rules, and — uniquely for this list — Australian roof design carries a permanent cyclone and wind-region overlay that can dominate the member choices in the north. A roof truss calculator australia user should treat the geometry here as universal and the grade selection as strictly local: MGP10 and MGP12 change capacity, never length. Confirm the grade and sizing with a licensed engineer.
New Zealand and South Africa
New Zealand light-timber framing is organised by NZS 3604, the standard that underpins most house construction there, within a seismic design culture that shapes how connections and bracing are detailed — any truss design calculator nz workflow ends with that standard’s detailing rules, not just its span numbers. South Africa runs on SANS-graded structural pine: SA pine is sorted into strength grades under the SANS system, and local truss plants design to SANS 10160 loading actions with SANS 10163 timber rules, so a roof truss calculator south africa user should expect grades stamped directly on the timber and a fabricator who designs in-house. In both countries the pitch-in-degrees convention of this page matches local practice, and in both the final member sizes must be confirmed with a licensed engineer familiar with the local wind or seismic zone.
Canada
Canada is the imperial-speaking exception on a metric page — official units are metric, and drawings often carry millimetre dimensions, but the lumber trade still speaks nominal inches. Roof framing typically uses SPF dimension lumber (spruce-pine-fir, graded to the National Lumber Grades Authority rules), designed under the CSA O86 engineering standard with the National Building Code of Canada loading snow-load cases that dwarf wind in most regions. A truss calculator canada user can therefore enter spans here in metres, read lengths in millimetres for the set-out, and expect the fabricator to translate the member schedule into 2×4 and 2×6 nominal sizes. Snow depth, not pitch, usually drives Canadian member selection — another reason the geometry on this page is only half the answer, with the structural half belonging to a licensed engineer.
Metric Span & Height Quick-Reference Table (25° pitch)
The 25° pitch is a useful anchor for metric comparisons because it sits in the middle of the common residential band and appears on thousands of existing drawings. At that angle tan 25° = 0.46631 and sec 25° = 1.10338, so every row below is just the half-span multiplied by those two constants — rise = (span ÷ 2) × 0.46631 and top chord per side = (span ÷ 2) × 1.10338, each carried to three decimals. Scan the column that answers your question: rise for planning and headroom, per-side chord for single-member sourcing, both chords for total timber order.
| Span (m) | Run (m) | Rise at ridge (m) | Top chord, per side (m) | Both top chords (m) |
|---|---|---|---|---|
| 3.0 | 1.500 | 0.699 | 1.655 | 3.310 |
| 3.6 | 1.800 | 0.839 | 1.986 | 3.972 |
| 4.2 | 2.100 | 0.979 | 2.317 | 4.634 |
| 4.5 | 2.250 | 1.049 | 2.483 | 4.966 |
| 4.8 | 2.400 | 1.119 | 2.648 | 5.296 |
| 5.4 | 2.700 | 1.259 | 2.979 | 5.958 |
| 6.0 | 3.000 | 1.399 | 3.310 | 6.620 |
| 6.6 | 3.300 | 1.539 | 3.641 | 7.282 |
| 7.2 | 3.600 | 1.679 | 3.972 | 7.944 |
| 8.0 | 4.000 | 1.865 | 4.414 | 8.827 |
| 9.0 | 4.500 | 2.098 | 4.965 | 9.930 |
| 10.0 | 5.000 | 2.332 | 5.517 | 11.034 |
All values are pure geometry at 25° — they carry no load capacity, no member size and no grade assumption. Engineering suitability must be confirmed with a licensed engineer.
💡 Where to go next: this page is the metric entry point of a wider toolset. Start again from the home truss calculator for the full 2D editor, browse every specialised tool on the calculators hub, or read the step-by-step explainers in the guides library. Three siblings answer the neighbouring questions:
- ▸Roof Truss Span Calculator — how far a truss can carry a roof at all, with span-limit thinking instead of pure geometry.
- ▸Roof Truss Design Calculator — full design workflow from loads to member forces for your chosen profile.
- ▸Steel Truss Calculator — the steel-member setup behind the 4.5 m worked example above.
FAQ
Is there a roof truss calculator online metric users can trust for UK sizes?▼
Yes — this page runs entirely in millimetres, metres and degrees, which matches how UK drawings and truss fabricators quote work. Enter a 4.5 m span at 25° and the tool returns a run of 2.25 m, a ridge rise of 1.049 m (1049 mm), and a top chord of 2.483 m per side — numbers you can read straight off a setting-out drawing. The UK timber notes below cover the C16 versus C24 grading question that every UK trussed-rafter spec raises. The geometry here is exact; the final member sizes and connections should still be confirmed with a licensed engineer or your truss fabricator before fabrication.
How do I use a roof truss design calculator metric edition with degrees instead of x/12?▼
Type the pitch directly as an angle — 15° to 45° in 0.5° steps on this page — because metric drawings quote the actual degree, not the imperial rise-per-12-units convention. The calculator does the translation for you: 25° equals 5.6/12, 30° equals 6.9/12, and 45° equals exactly 12.0/12. Under the hood the angle converts to a slope ratio through tan θ, so the ridge rise on a 4.5 m span at 25° is 2.25 × 0.46631 = 1.049 m. That means you can cross-check any metric drawing quoted in degrees against a pitch table in seconds, without ever converting through inches.
What does a truss height calculator metric return for a 4.5 m span?▼
For a 4.5 m span the run is exactly 2.25 m, and the ridge height depends on the pitch you enter. At 25° the rise is 2.25 × tan 25° = 1.049 m, or 1049 mm, with a top chord of 2.483 m per side and 4.966 m for both. At 22.5° the same span rises 0.932 m (932 mm); at 30° it rises 1.299 m (1299 mm). If you add a 400 mm eaves overhang, the rafter length grows to about 2.924 m per side at 25°. Every one of those figures is pure geometry — the height of the finished roofline also depends on wall height, which you add separately.
Can I use this as a roof truss size calculator uk builders ask for?▼
For the geometry side, yes: it gives you span, run, rise, top-chord length per side, total chord length, and rafter length with overhang, all in millimetres — the measurements a UK builder needs for setting out and material takeoffs. What it deliberately does not do is pick the member section, because a roof truss size answer in the UK comes from the fabricator’s design software working to Eurocode 5 with C16 or C24 timber and the actual load case. Use this page to know exactly what length and height you are asking for, then confirm the plate and member sizes with your truss manufacturer or a licensed engineer.
Does the roof truss calculator australia users need handle MGP10 timber?▼
The geometry is identical whatever the grade — a 6 m span at 22.5° rises 1.243 m whether the top chords are MGP10, MGP12 or steel — and this page includes an Australia section explaining what MGP10 and MGP12 mean and how machine stress grading works. The grade changes the stiffness and strength of the members, not their length, so the calculator’s outputs stay valid either way. What the grade does change is the allowable span and the required section size for your wind and roof loads under AS 1720 and AS 1684, so treat the lengths here as the starting point and have the final sizing confirmed with a licensed engineer.
Can this work as a steel truss calculator 4.5m projects specify?▼
Yes — the dedicated deep link on this page opens the Structural Analysis tab preloaded with a Howe roof truss at a 4.5 m span and 1.15 m height (about a 27.0° pitch) in metric units, with all three member groups set to steel values: modulus of elasticity 200 GPa (the tab displays about 199.9 GPa after unit conversion) and cross-section area 2284 mm². The preset also carries joint loads of 2 kip, about 8.9 kN each, on the top-chord nodes. The top chord of that model runs 2.527 m per side. You can edit any section property or load and rerun the stiffness analysis in the browser.
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