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Douglas Fir GREEN

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GREEN = unseasoned, MC above fibre saturation

Freshly sawn/wet-use lumber: heaviest, softest and lowest strength — use only where drying shrinkage is designed for.

Budget cost $

Values for the GREEN condition

Other Douglas Fir tempers and conditions

Douglas Fir is listed in 4 conditions; see the grade overview at Douglas Fir.

Compare all 4 conditionsHide
Condition · open for datasheetBest forYield MPaTensile MPaElong. %HardnessConductivity
Douglas-fir laminated veneer lumber
Engineered veneer laminate for beams and headers: knots dispersed, so stiffness and strength are higher and far less variable than sawn lumber.—55——0.13 W/m·K
GREENThis page
Unseasoned, MC above fibre saturation
Freshly sawn/wet-use lumber: heaviest, softest and lowest strength — use only where drying shrinkage is designed for.—75——0.2 W/m·K
KD19 / S-DRY
Standard framing/dimension-lumber condition sold as S-DRY or KD-HT; the basis for most building-code design values.—900.8—0.13 W/m·K
KD12Default
Kiln-dried to 12 % MC
Reference 12 % moisture condition used for published clear-wood properties and for interior joinery, flooring and millwork.—1051—0.12 W/m·K

What is Douglas Fir GREEN?

Douglas Fir GREEN is Douglas Fir in the GREEN condition — freshly sawn/wet-use lumber: heaviest, softest and lowest strength — use only where drying shrinkage is designed for. Douglas Fir GREEN has a tensile strength of 75 MPa (10.9 ksi), stronger than 70% of natural material grades. Elongation at break is 1% and the elastic modulus is 10.8 GPa (1.57 Msi). Douglas Fir GREEN has a density of 0.8 g/cm³ (0.0289 lb/in³), heavier than 70% of natural material grades. KD12 is the default condition FabDigit quotes; GREEN is available on request or by drawing note.

Advantages

  • Conducts heat well — 0.2 W/m·K (0.116 BTU/hr·ft·°F), better than 81% of natural material grades

Limitations

  • Limited service temperature — 50°C (122 °F), worse than 99% of natural material grades
  • Difficult to machine — 60/100, worse than 89% of natural material grades
  • Low fracture toughness — 0.4 MPa·√m (0.364 ksi·√in), worse than 86% of natural material grades
  • Needs corrosion protection — 30/100, worse than 77% of natural material grades

Douglas Fir GREEN properties

Typical room-temperature values for Douglas Fir GREEN; 11 are specific to this condition. Other listed values are Douglas Fir reference data and may not represent this condition. Bars are the position among natural material grades.

Physical2

Douglas Fir GREEN has a density of 0.8 g/cm³ (0.0289 lb/in³), heavier than 70% of natural material grades.

Density0.8 g/cm³0.03 lb/in³
Porosity68%

Mechanical10

Douglas Fir GREEN has a tensile strength of 75 MPa (10.9 ksi), stronger than 70% of natural material grades. Elongation at break is 1% and the elastic modulus is 10.8 GPa (1.57 Msi).

Elastic (Young's) Modulus10.8 GPa1.6 Msi
Shear Modulus0.86 GPa0.12 Msi
Poisson's Ratio0.29
Tensile Strength (Ultimate)75 MPa10.9 ksi
Elongation at Break1%
Compressive Strength26 MPa3.8 ksi
Flexural Strength53 MPa7.7 ksi
Shear Strength6 MPa0.9 ksi
Fracture Toughness (K_IC)0.4 MPa·√m0.36 ksi·√in
Hardness, Mohs2.5

Thermal5

Douglas Fir GREEN is rated for continuous service to 50°C (122 °F). It conducts heat at 0.2 W/m·K (0.116 BTU/hr·ft·°F), better than 81% of natural material grades. Thermal expansion is 4 µm/m·K (2.22 µin/in·°F).

Thermal Conductivity0.2 W/m·K0.12 BTU/hr·ft·°F
Specific Heat Capacity1,700 J/kg·K0.41 BTU/lb·°F
Thermal Expansion (CTE, 20–100 °C)4 µm/m·K2.2 µin/in·°F
Max Service Temperature (continuous)50°C122 °F
Min Service Temperature-60°C-76 °F

Electrical2

Douglas Fir GREEN is an electrical insulator with a dielectric strength of 5 kV/mm (127 V/mil) and a resistivity of 10,000 Ω·m.

Electrical Resistivity10,000 Ω·m3.94×10¹¹ µΩ·in
Dielectric Strength5 kV/mm127 V/mil

Chemical & Environmental1

Corrosion resistance is poor (30/100), worse than 77% of natural material grades.

Corrosion ResistancePoor30/100

Sustainability4

Producing a kilogram of Douglas Fir GREEN takes about 10 MJ of energy and emits 0.35 kg of CO₂ — less than 56% of natural material grades. Typical recycled content is 5%.

Embodied Energy (primary production)10 MJ/kg4,299 BTU/lb
Embodied Carbon (primary production)0.35 kg CO₂/kg
Embodied Water500 L/kg59.9 gal/lb
Typical Recycled Content5%

Manufacturability2

Douglas Fir GREEN's machinability is good (60/100, worse than 89% of natural material grades).

MachinabilityGood60/100
PolishabilityFair45/100

Values are nominal handbook figures for design screening. Confirm any required mill or lot documentation when quoting.

Working with Douglas Fir GREEN

Is Douglas Fir easy to machine?

Saws, planes and routs easily with carbide tooling; hard latewood bands and resin cause tear-out and pitch build-up, so use sharp tools, high rake and periodic blade cleaning.

Can Douglas Fir be welded?

Not weldable — joined by nails, screws, split-ring/plate connectors, or PVA/PUR/resorcinol and phenolic adhesives (good bonding, but degrease resin-rich surfaces).

Can Douglas Fir be formed, bent or molded?

Poor steam-bending species (low bend ratio); shape by lamination of thin veneers/laminae as in glulam and LVL, allowing 3–5 % tangential shrinkage on drying.

What surface finishes work on Douglas Fir?

Sands well but raises grain and takes stain unevenly due to strong earlywood/latewood contrast — use conditioner or pigmented primer; heartwood resists preservative pressure treatment and usually needs incising.

Douglas Fir chemical composition (wt %)

Limits by weight percent from the governing specification, written the way the spec states them — a single maximum for impurities, a range for alloying elements, and the base element as balance. Nominal is the typical mid-range value.

ElementSpec limit (wt %)Nominal
celluloseoven-dry wood basis44 – 5047
hemicellulosemainly galactoglucomannan18 – 2522
ligninguaiacyl-type softwood lignin26 – 3128
extractives (resins, terpenes, phenolicshigher in heartwood; causes resin pockets2 – 63.5
ash (inorganics)0.2 – 0.60.3

Douglas Fir GREEN — frequently asked

What is Douglas Fir GREEN used for?

Douglas Fir GREEN is typically used for structural framing, glulam beams, plywood face veneer, marine spars and heavy timber construction. In short: stiffest common framing softwood; base species for glulam and LVL; poor steam-bending species.

What is the tensile strength of Douglas Fir GREEN?

Douglas Fir GREEN has a typical tensile strength of 75 MPa (10.9 ksi) — stronger than 70% of natural material grades. Strength varies by condition: see the 4 listed tempers.

Is Douglas Fir GREEN easy to machine?

Reasonably — machinability is rated good (60/100, worse than 89% of natural material grades). Saws, planes and routs easily with carbide tooling; hard latewood bands and resin cause tear-out and pitch build-up, so use sharp tools, high rake and periodic blade cleaning.

Can Douglas Fir GREEN be welded?

Not weldable — joined by nails, screws, split-ring/plate connectors, or PVA/PUR/resorcinol and phenolic adhesives (good bonding, but degrease resin-rich surfaces).

What surface finishes work on Douglas Fir GREEN?

Sands well but raises grain and takes stain unevenly due to strong earlywood/latewood contrast — use conditioner or pigmented primer; heartwood resists preservative pressure treatment and usually needs incising.

Can Douglas Fir GREEN be formed, bent or molded?

Poor steam-bending species (low bend ratio); shape by lamination of thin veneers/laminae as in glulam and LVL, allowing 3–5 % tangential shrinkage on drying.

What is the maximum service temperature of Douglas Fir GREEN?

Douglas Fir GREEN is rated for continuous use to about 50°C (122 °F). Strength falls off well before that limit — check the elevated-temperature data for load-bearing parts.

Sources

  1. Wood Handbook — Wood as an Engineering Material (FPL-GTR-190) — USDA Forest Products Laboratory (2010)
  2. ASTM D2555 — Establishing Clear Wood Strength Values — ASTM International (2017)
  3. ASTM D143 — Standard Test Methods for Small Clear Specimens of Timber — ASTM International (2022)
  4. EN 13556 — Nomenclature of timbers used in Europe (code PSMe) — CEN (2003)
  5. LVL Product Guide / Design Properties — APA – The Engineered Wood Association (2021)
  6. Inventory of Carbon & Energy (ICE) v3 — sawn softwood — Circular Ecology (2019)

Property data is compiled from published supplier and standards handbooks and normalised for comparison. Nothing on this page is a certification — request mill certs, CoC or material test reports with your order.