MATERIAL DATA SHEET

Oriented Strand Board (OSB) (6mm, 9.5mm, 11mm, 15mm, 18mm, 22mm)

Engineered Wood Panel
composite β€Ί Timber-Based Composite β€Ί Engineered Wood Panel
compositetimber-basedOSBoriented-strand-boardengineered-woodstructuralsheathingflooringroof-deckingEN-300OSB3MDI-resinphenol-formaldehydeimportedEuropeanplantation-timberlow-formaldehydeFSCPEFCcombustible
ATLAS CODE
COM-TBC-FSP-001
Oriented Strand Board (OSB) (6mm, 9.5mm, 11mm, 15mm, 18mm, 22mm)
Category composite
Material Family Timber-Based Composite
Regulatory Status Combustible β€” Group 3 (AS 1530.1) / Euroclass D (EN 13501-1)
Density
600–680 kg/m3
Carbon (A1-A5)
1.0–3.7 kgCO2e/m2 (by thickness, biogenic excluded) kgCO2e/mΒ²
Fire Class
Combustible β€” Group 3 (AS 1530.1) / Euroclass D (EN 13501-1)
Lifespan
30–50+ (protected) / 2–5 (exposed edges, no sealing) years
Description

Oriented Strand Board (OSB) is an engineered structural panel manufactured from rectangular wood strands β€” typically 75–150mm long and 1–3mm thick β€” arranged in cross-oriented layers and bonded under heat and pressure using waterproof synthetic resins, predominantly methylene diphenyl diisocyanate (MDI) or phenol-formaldehyde (PF). The deliberate strand orientation in alternating face and core layers imparts directional mechanical properties analogous to plywood, giving OSB exceptional strength-to-weight performance for its cost. The dominant structural grade for Australian construction is OSB/3 (EN 300), rated for load-bearing applications in humid conditions, available in thicknesses from 6mm to 22mm and standard sheet sizes of 1200 Γ— 2400mm or 1220 Γ— 2440mm. OSB is widely used as structural wall sheathing, roof decking, flooring substrate, packaging, and site hoarding. Australia has no significant domestic OSB manufacturing capacity; product is primarily imported from European producers (EGGER, Kronospan, Norbord/West Fraser) and to a lesser extent North America. OSB competes directly with structural plywood in most applications, generally at a lower price point, though plywood retains advantages in edge fastening, moisture recovery, and aesthetic finish. Panels must be specified with appropriate face and edge sealing in wet or exposed conditions.

Primary Sectors
[Industrial]
Typical Uses
  • Structural Wall Sheathing
  • Roof Decking and Sarking
  • Floor Substrate and Underlayment
  • Site Hoarding and Temporary Enclosures
  • Packaging and Industrial Crating
  • Exhibition and Display Structures
  • Acoustic Wall Substrate
  • Flat-Pack Furniture Carcases
  • Raised Access Floor Substrate
  • Internal Partition Substrate
Recycled Content <5 (predominantly virgin plantation timber)
Renewable Content 90–95 (wood fibre mass fraction)
Recyclability 5–15 (particleboard feedstock) / 60–70 (energy recovery)
Embodied Carbon 1.0–3.7 kgCO2e/m2 (by thickness, biogenic excluded) kgCO2e/mΒ²
Embodied Energy 8–12 (cradle to gate) MJ/kg
EPD Available Yes
Advantages
Cost-competitive with structural plywood β€” typically 15–25% lower supply cost per m2Consistent, predictable mechanical properties across the panel with no voids or delamination riskEfficient use of plantation timber including small-diameter logs and mill residueOSB/3 grade rated for humid service conditions (EN 300), suitable for most Australian climate zones with sealingAvailable in large sheet formats (1200Γ—2400mm, 1220Γ—2440mm) reducing joints and labourAccepts standard woodworking tools β€” circular saw, jigsaw, router, drill β€” with carbide-tipped bladesCompatible with standard framing connectors, nails, screws, and structural adhesivesFSC and PEFC certified product available from leading European producers for green building projectsMDI-bonded grades are effectively formaldehyde-free in service, suitable for low-emission interiorsBiogenic carbon storage β€” wood fibre content locks up atmospheric CO2 for the service life of the building
Cautions
No domestic Australian manufacturing β€” all product imported, resulting in long lead times (6–14 weeks) and freight-related cost and carbon impactsEdge swelling under sustained moisture exposure β€” panel edges must be sealed in wet or exposed applications24-hour thickness swelling of ~15% (OSB/3) is higher than structural plywood; recovery after wetting is incompleteRough, textured surface finish unsuitable for exposed or painted applications without significant surface preparationDirectional mechanical properties (anisotropic) require careful orientation on framing β€” span must align with major panel directionPhenol-formaldehyde resin binders release formaldehyde during cutting and in poorly ventilated spaces during initial off-gassingWood dust from cutting is IARC Group 1 carcinogen β€” respiratory protection mandatory during on-site fabricationReduced fastener holding capacity at panel edges compared to structural plywood β€” edge distance and spacing criticalNot suitable for prolonged external exposure without cladding or weather barrier β€” surface degrades under UV and repeated wettingEnd-of-life recyclability is limited β€” resin binder prevents composting; options largely restricted to energy recovery or landfill
TECHNICAL DATA: PERFORMANCE PROPERTIES COM-TBC-FSP-001
Density (Dry) 600–680 kg/m3
Specific Gravity 0.60–0.68
Porosity 3–8 %
Water Absorption 15 (24h, EN 317) % thickness swelling
Hardness 10–18 N/mm2
Surface Roughness 40–120 (unsanded) ΞΌm Ra
UV Resistance Poor β€” requires protection from UV exposure
Chemical Resistance Moderate β€” adequate for typical construction chemical exposure
pH Tolerance 4.5–6.0 pH
Available Colors
Natural buff/tan (standard OSB face β€” warm yellowish-brown with visible strand contrast)Pre-primed (white primer applied at factory β€” limited availability from specialist suppliers)OSB is not typically available in pre-coloured finishes; field painting or overlay required for coloured applications
Surface Finishes
Unfinished (standard supply) β€” suitable for concealed structural useSealed (manufacturer-applied edge sealer or surface sealer) β€” for exposed or wet area usePainted β€” requires primer coat (alkyd or acrylic) after sanding; 2 coats minimum for opaque finishOverlaid (HPL or melamine) β€” available for proprietary flooring productsTiled substrate β€” suitable with tile-on-batten or appropriate tile adhesive for trafficable floorsCarpet/vinyl substrate β€” suitable for residential flooring with appropriate underlay
Texture Options
Rough textured (standard) β€” prominent strand pattern with surface relief 0.5–3mmMedium textured (sanded) β€” face sanded to Ra 5–15 ΞΌm for improved paint adhesionSmooth (screen-pressed face) β€” suitable for direct overlay or paint finish
Pattern Options
Standard OSB face β€” visible strand pattern, irregular and organic textureSmooth (screen-pressed) face β€” available from some producers for flooring or paintable substrate applicationsTongue-and-groove edge profile β€” available in flooring panels (P5 grade equivalent)
Compressive Strength 12–20 (parallel) / 2–4 (perpendicular to face) MPa
Tensile Strength 7–14 (longitudinal) / 3–7 (transverse) MPa
Flexural Strength 14.8–25 (longitudinal) / 7.4–15 (transverse) MPa
Shear Strength 1.0–1.8 (planar shear) MPa
Elastic Modulus 4.93 GPa
Yield Strength 8–14 (proportional limit, longitudinal) MPa
Impact Resistance 20–40 (Charpy, panel face) J
Bearing Capacity See manufacturer span tables β€” typically >3.0 kN/m2 for 18mm at 400mm span kN/mΒ²
Poisson's Ratio 0.07–0.15 (longitudinal)
Creep Resistance Moderate β€” creep factor (k_def) 1.50–2.25 per EN 1995; sustained load reduction required
Abrasion Resistance Low (unfinished surface) β€” not suitable as wear surface
Thermal Conductivity 0.13 W/mK
Thermal Resistance 0.046 (6mm) to 0.169 (22mm) mΒ²K/W
Specific Heat Capacity 1700 J/kgK
Thermal Expansion 5–10 (parallel) / 10–20 (perpendicular) Γ—10⁻⁢/K
Melting Point N/A Β°C
Ignition Temperature 250–290 (pilot) / 300–350 (auto-ignition) Β°C
Sound Transmission Class (STC) 22–26 (panel alone, 18mm) STC
Noise Reduction Coeff. (NRC) 0.05–0.10 NRC
Impact Insulation Class (IIC) 20–30 (panel alone) / 45–55 (composite assembly) IIC
Optical
Light Transmittance 0 %
Light Reflectance (LRV) 15–25 (unfinished) %
Solar Reflectance (SRI) ~10–20 (uncoated surface)
Electrical
Electrical Resistivity 10^8–10^12 (dry conditions) Ω·m

The origins of OSB lie in waferboard, developed in the late 1960s and commercialised in North America during the 1970s. Waferboard used randomly oriented large wood wafers bonded with phenol-formaldehyde resin, offering an alternative to plywood at lower cost and utilising smaller-diameter logs unsuitable for peeling. The critical innovation that produced modern OSB was the deliberate cross-orientation of strands in alternating layers, developed and patented by Elmendorf Research in the early 1970s and first commercialised by Forintek Canada Corp. and Macmillan Bloedel in the late 1970s. By the mid-1980s, OSB had begun displacing waferboard in North American structural markets due to its superior and more consistent mechanical properties derived from strand orientation. The product entered the European market in the 1990s, with EGGER, Kronospan, and Norbord establishing large-scale manufacturing facilities in Germany, Austria, the UK, and Eastern Europe. The European standard EN 300 (first published 1997, revised 2006) formalised the four-grade classification system (OSB/1 through OSB/4) that remains the benchmark for structural specification. MDI (methylene diphenyl diisocyanate) resins were progressively introduced from the 1990s as an alternative to PF, offering near-zero formaldehyde emissions in service and improved moisture resistance. In Australia and New Zealand, structural plywood manufactured domestically from plantation and rainforest species held a dominant position through the 1980s and 1990s. OSB penetration in Australia has been gradual, constrained by the absence of local manufacturing, freight costs from European and North American producers, and a well-established structural plywood industry. However, from the 2000s onward, OSB progressively gained acceptance in residential construction as wall sheathing (replacing or supplementing plywood bracing panels) and floor underlays, driven primarily by cost advantage. The GFC period (2008–2010) and subsequent housing construction booms saw increased OSB imports as builders sought cost-efficient structural sheathing alternatives. Today, OSB/3 in thicknesses of 15mm, 18mm, and 22mm is a standard product stocked by major Australian timber merchants. Increased environmental scrutiny has driven demand for FSC- and PEFC-certified product, and European EPD programmes provide the transparency required for green building rating systems including Green Star and LEED. Research into bio-based resin alternatives (tannin, lignin, soy protein) continues, with the goal of reducing reliance on synthetic MDI and PF binders without sacrificing moisture resistance.

SAFETY, ECOLOGY & INSTALLATION COM-TBC-FSP-001
Flame Spread Index 100–200 (untreated, AS 1530.3) FSI
Smoke Developed Index 5–9 (AS 1530.3, untreated) SDI
Combustibility Class Combustible β€” Group 3 (AS 1530.1) / Euroclass D (EN 13501-1)
Ignition Temperature 250–290 (pilot) / 300–350 (auto-ignition) Β°C
Fire Resistance Rating Not rated (panel alone) β€” FRL per assembly test minutes
Heat Release Rate 100–200 (cone calorimeter, 50 kW/m2) kW/mΒ²
Toxicity of Combustion Similar to solid timber β€” CO, CO2, phenolics from PF resin; standard fire safety applies
Embodied Carbon (A1-A3) 1.0–3.7 kgCO2e/m2 (by thickness, biogenic excluded) kgCO2e/mΒ²
Embodied Energy 8–12 (cradle to gate) MJ/kg
Water Footprint 0.5–2.0 (net process water, manufacturing) L/kg
EPD Available Yes β€” EGGER OSB/3 EPD (EN 15804), West Fraser Norbord SterlingOSB Zero EPD
Recycled Content 5%
Renewable Content 100%
LEED Points 1–3 (partial, EPD + FSC + low-VOC credits) points
Circular Economy Score 5 /10
IARC Classification Wood dust: IARC Group 1 / Formaldehyde: IARC Group 1 (negligible in-service emission for E1/MDI product)
VOC Emissions <0.124 (PF-bonded, E1) / <0.01 (MDI-bonded) mg/m3
Formaldehyde <0.124 (PF, E1) / <0.01 (MDI) mg/m3
Skill Level Intermediate β€” standard carpentry; licensed builder for structural applications
Crew Size 1–2 (standard) / 2–3 (large panel or at height) people
Installation Time 0.10–0.22 (carpenter, structural sheathing or flooring) hours/mΒ²
Curing Time N/A (panel) / 1–4 (joint adhesives) hours
Setting Time Immediate (mechanical fixings) / 60 (adhesive) minutes
Temperature Range 5–40 (installation) / -40 to +60 (service) Β°C
Humidity Range 40–70% RH (installation); OSB/3 rated to Service Class 2 % RH
Required Tools
Circular saw with 40–60T carbide-tipped blade (dust extraction recommended)Jigsaw with wood-cutting blade for curved or complex cutsRouter with carbide bit for edge profiling or rebatingCordless drill/driver for screw fixingNail gun (framing/sheathing nailer) for high-volume applicationsMoisture meter to check substrate and panels before installationChalk line and square for layout and alignment3mm spacer blocks or wedges for panel gap maintenanceCaulking gun for structural adhesive application at floor substrate jointsP2 respirator and hearing protection mandatory when cutting
Certifications Required
Licensed builder or qualified carpenter for structural applications under NCC Volume 1 or 2Confirm EN 300 OSB/3 grade marking on panel face before installationStructural engineer engagement for non-prescriptive diaphragm or bracing wall designWood dust exposure control β€” operator P2 respiratory protection during cutting (WHS legislation)
Weather Limitations
Do not install during rain β€” panel edges and surface must remain dry during installationCover installed panels with temporary weather barrier within 24 hours if not followed immediately by cladding or roofingAllow panels stored outdoors to dry before installation if surface moisture is presentIn high-humidity coastal areas, ensure panels are acclimatised before installation to reduce post-fix expansionSeal all cut edges with approved OSB edge sealer immediately after cutting in wet or humid applications
COMMERCIAL, LOGISTICS & REGULATORY COM-TBC-FSP-001
Material Cost 15–38 (by thickness, supply only, AUD/m2, 2025) AUD/mΒ²
Installation Cost 10–22 (labour only, AUD/m2) AUD/mΒ²
Annual Maintenance 0 (concealed) / 1–3 (exposed temporary use) AUD/mΒ²/year
Lifecycle Cost (50yr) 25–55 (50-year LCC, concealed structural use) AUD/mΒ²
Market Availability Good for standard thicknesses β€” moderate for thinner panels
Lead Time 1–5 (ex-stock) / 42–98 (special order from Europe) days
Supply & Logistics
Design Life 30–50+ (protected) / 2–5 (exposed edges, no sealing) years
Maintenance Interval Nil (concealed) / 1 (exposed temporary use) years
Service Temp Range -40 to +60 Β°C
Freeze/Thaw Resistance 25+ (EN 321, OSB/3 β€” bond retained) cycles
Dimensional Stability 0.25–0.40 per 1% RH mm/m per % RH change

DISCLAIMER: This specification document is generated from the CLAD Materials Atlas Database. Information is for general guidance only and does not constitute professional engineering advice. Values are typical and may vary by batch, manufacturer, and production run. Verify suitability for specific project applications independently.

ID: COM-TBC-FSP-001 Schema: v3.0