F17 Floor Joists 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 floor joists 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)
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About F17 Hardwood
A grade label alone does not establish suitability. Confirm the actual product, grading evidence and intended use with a qualified designer.
Common species: Spotted Gum, Blackbutt, Sydney Blue Gum, Ironbark.
About floor joists as a structural member
Floor joists support flooring, partitions and live load (people, furniture). Designed to AS 1684.2 floor joist tables — much heavier loading than ceiling joists.
Common F17 floor joist sizes used in Australia
Section sizes most commonly stocked and specified for F17 floor joists in Australian residential construction. Maximum allowable spans for each section must be confirmed against the AS 1684.2 floor joist table.
| Section size (mm) | Typical spacing (mm) | Max single span (m) |
|---|---|---|
| 140×45 | 450 | verify against AS 1684.2 Table |
| 140×45 | 600 | verify against AS 1684.2 Table |
| 190×45 | 450 | verify against AS 1684.2 Table |
| 190×45 | 600 | verify against AS 1684.2 Table |
| 240×45 | 450 | verify against AS 1684.2 Table |
| 240×45 | 600 | verify against AS 1684.2 Table |
| 240×63 | 450 | verify against AS 1684.2 Table |
| 240×63 | 600 | verify against AS 1684.2 Table |
| 240×90 | 450 | verify against AS 1684.2 Table |
| 240×90 | 600 | verify against AS 1684.2 Table |
- 140×45
- Typical spacing (mm)
- 450
- Max single span (m)
- verify against AS 1684.2 Table
- 140×45
- Typical spacing (mm)
- 600
- Max single span (m)
- verify against AS 1684.2 Table
- 190×45
- Typical spacing (mm)
- 450
- 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
- 240×45
- Typical spacing (mm)
- 450
- 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
- 240×63
- Typical spacing (mm)
- 450
- 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
- 240×90
- Typical spacing (mm)
- 450
- 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
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 F17 floor joist span table
- Determine your required span — the clear distance between the supports the floor joist will sit on.
- Note your spacing — typically 450 or 600 mm centres.
- Identify your wind classification (N1–N4 non-cyclonic, C1–C4 cyclonic) and load category.
- Look up the AS 1684.2 floor joist table for F17 and read off the smallest section size whose maximum span exceeds your required span.