LVL Hip Rafters Sizing Reference Guide (Australia)
Timber grades, section sizes and questions for professional review. No allowable span values are provided; consult official sources and a qualified designer.
Verify against AS 1684.2
All numeric span values for hip rafters must be confirmed against the official AS 1684.2 (non-cyclonic) or AS 1684.3 (cyclonic) table for your wind classification and load condition. The information on this page is a sizing starting point for builders, owner-builders and homeowners — it is not a substitute for the standard or for engineer sign-off on permitted work.
General roof terminology
The diagram below illustrates a pitched roof, not an application-specific design. It shows where roof members sit in a typical pitched roof, and what "span" and "spacing" mean when you read a sizing table.
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Construction Master Pro Calculator (4065)
Works in feet-inches and metric, solves rafter lengths, rise/run, angles and stair layouts. A framer's favourite for roof maths.
About LVL (Laminated Veneer Lumber)
A grade label alone does not establish suitability. Confirm the actual product, grading evidence and intended use with a qualified designer.
Common species: Radiata Pine veneer, Hardwood veneer.
About hip rafters as a structural member
Hip rafters run diagonally from the wall plate to the ridge at the corners of a hip roof, collecting the upper ends of the shorter creeper rafters. They carry more load and span further than a common rafter, so they are usually a deeper section or a higher grade.
Common LVL hip rafter sizes used in Australia
Section sizes most commonly stocked and specified for LVL hip rafters in Australian residential construction. Maximum allowable spans for each section must be confirmed against the AS 1684.2 hip rafter table.
| Section size (mm) | Typical spacing (mm) | Max single span (m) |
|---|---|---|
| 140×45 | 600 | verify against AS 1684.2 Table |
| 140×45 | 900 | verify against AS 1684.2 Table |
| 190×45 | 600 | verify against AS 1684.2 Table |
| 190×45 | 900 | verify against AS 1684.2 Table |
| 240×45 | 600 | verify against AS 1684.2 Table |
| 240×45 | 900 | verify against AS 1684.2 Table |
| 240×63 | 600 | verify against AS 1684.2 Table |
| 240×63 | 900 | verify against AS 1684.2 Table |
| 240×90 | 600 | verify against AS 1684.2 Table |
| 240×90 | 900 | verify against AS 1684.2 Table |
- 140×45
- Typical spacing (mm)
- 600
- Max single span (m)
- verify against AS 1684.2 Table
- 140×45
- Typical spacing (mm)
- 900
- Max single span (m)
- verify against AS 1684.2 Table
- 190×45
- Typical spacing (mm)
- 600
- Max single span (m)
- verify against AS 1684.2 Table
- 190×45
- Typical spacing (mm)
- 900
- Max single span (m)
- verify against AS 1684.2 Table
- 240×45
- Typical spacing (mm)
- 600
- Max single span (m)
- verify against AS 1684.2 Table
- 240×45
- Typical spacing (mm)
- 900
- Max single span (m)
- verify against AS 1684.2 Table
- 240×63
- Typical spacing (mm)
- 600
- Max single span (m)
- verify against AS 1684.2 Table
- 240×63
- Typical spacing (mm)
- 900
- Max single span (m)
- verify against AS 1684.2 Table
- 240×90
- Typical spacing (mm)
- 600
- Max single span (m)
- verify against AS 1684.2 Table
- 240×90
- Typical spacing (mm)
- 900
- Max single span (m)
- verify against AS 1684.2 Table
Sizing guidance and AS 1684 compliance notes
Project-specific sizing guidance is withheld pending qualified review. Ask a qualified designer to assess loads, supports, connections, exposure and the applicable current standard. No size, spacing or span on this reference page is an approved specification.
How to read a LVL hip rafter span table
- Determine your required span — the clear distance between the supports the hip rafter will sit on.
- Note your spacing — typically 600 or 900 mm centres.
- Identify your wind classification (N1–N4 non-cyclonic, C1–C4 cyclonic) and load category.
- Look up the AS 1684.2 hip rafter table for LVL and read off the smallest section size whose maximum span exceeds your required span.