Douglas Fir Wooden Windows - MOE 12.17 GPa

lemn Duglas

Density 510 kg/m³

Medium weight

MOE 12.17 GPa

Most rigid softwood

Durability Class 3

Moderate natural resistance

Property

Value

Density

510 kg/m³

Janka Hardness

2,760 N

Bending Strength

86.2 MPa

Modulus of Elasticity

12.17 GPa

Compressive Strength

47.9 MPa

Radial Shrinkage

4.5 %

Tangential Shrinkage

7.3 %

Volumetric Shrinkage

11.6 %

Thermal Conductivity (λ)

~0.13 W/m·K

Natural Durability Class

3 (moderate; susceptible to insects)

What these figures mean for joinery: The modulus of elasticity of 12.17 GPa is the highest among softwoods in our range – a Douglas fir profile deforms less under its own weight than spruce (9.7 GPa) or Nordic pine (10.8 GPa) for the same section. Tangential shrinkage of 7.3% gives excellent dimensional stability. λ ~0.13 W/m·K places it alongside Nordic pine and meranti for thermal performance. Janka hardness of 2,760 N resists impact better than spruce (1,680 N) and Nordic pine (2,420 N), similar to meranti (2,460 N), though heavy‑traffic thresholds still call for oak or ash.

Douglas Fir combines high rigidity with reliable thermal performance and a distinctive warm grain.

λ ~0.13 W/m·K – identical to Nordic pine, larch and meranti. Exact Uf/Uw values depend on the specific configuration. Exact Uf/Uw values are calculated on request for the specific configuration.

MOE 12.17 GPa – the highest among softwoods. The profile resists elastic deformation under its own weight better than spruce or Nordic pine. This matters for wide sashes and long transoms.

Accepts translucent stains with a warm reddish‑yellow tone and distinct darker annual rings. More expressive than spruce, with its own character. Under opaque RAL, visually identical to any other softwood.

Class 3 natural durability and low tangential shrinkage make Douglas Fir a predictable performer in real‑world conditions.

Class 3 – moderate. Untreated heartwood decays outside after years of exposure, compared to 5‑10 years for spruce. Insects susceptibility is managed by the industrial finish.

With 3‑4 layers of Remmers factory finish: maintenance check at 10 years, cleaning and reapplication of a protective coat without stripping. Kept to its maintenance schedule, the structure stays serviceable far longer than the untreated durability of the species suggests.

CNC processing: Douglas Fir produces good results on machinery with a moderate blunting effect – greater than spruce, less than oak. It accepts adhesives and finishes well.

Advantages

  • MOE 12.17 GPa – the most rigid softwood, minimum deformation for large profiles
  • Natural Durability Class 3 – better than spruce and Nordic pine
  • Excellent dimensional stability – T/R ratio 1.6, tangential shrinkage 7.3%
  • λ ~0.13 W/m·K – meets nZEB requirements
  • Janka 2,760 N – more impact‑resistant than spruce
  • Distinct reddish‑yellow grain under translucent stains

Disadvantages

  • Not available in standard stock – made to order with extended lead times
  • Higher cost compared to spruce and Nordic pine
  • Susceptible to insects – mandatory industrial finishing, without exception
  • λ 0.13 vs 0.11 for spruce – slightly higher Uf for strict PHPP calculations
Douglas wood texture

How Douglas Fir compares to the main softwoods in our joinery range.

Key Details

  • Not in standard stock – made to order with an extended lead time. Discussed at the quoting stage.
  • Available on all series: IV68, IV78, IV92, D68, D78, D92.
  • FSC not listed in CITES; IUCN least concern. FSC upon request, discussed at quotation.
  • Lead time and pricing confirmed at the quoting stage.
Profil stratificat Douglas-fir

The price varies depending on profile, opening size and configuration – request a free quotation. For B2B projects: Ud, Uf, Ug and PHPP data provided on request.

  • Execution time is critical – not in stock, extended lead time.
  • The project has a PHPP calculation with minimum Uf – spruce (λ 0.11) is thermally advantaged.
  • Budget is a priority – spruce and Nordic pine meet nZEB at a lower cost.
  • The finish is opaque RAL – Douglas fir’s advantages (grain, rigidity) are not visible.
  • The project requires large profiles or wide sashes where MOE 12.17 GPa rigidity makes a difference over light softwoods
  • The client desires Class 3 natural durability without moving to hardwoods or tropical species
  • The finish is a translucent stain on a softwood with a reddish-yellow grain distinct from spruce
  • Dimensional stability is a priority - T/R ratio 1.6, minimum tangential shrinkage

The same wood – Pseudotsuga menziesii – with three commercial names. "Duglas" is the Romanian technical term. "Douglas Fir" is the standard English name. "Oregon Pine" is a common trade name in the UK and USA – although botanically it is neither a fir nor a pine.

It was acclimated in Western Europe (France, Germany, Belgium) where commercial plantations exist. In Romania there are experimental plantations. Douglas fir wood available in Europe primarily comes from Western Europe or North America.

λ ~0.13 W/m·K – identical to Nordic pine and larch. The Uf‑value of a Douglas fir frame is practically identical to Nordic pine on the same profile. Exact values for PHPP are calculated upon request.

The Modulus of Elasticity (MOE) measures resistance to elastic deformation under load. Douglas fir has an MOE of 12.17 GPa compared to 9.7 GPa for spruce. The cellular structure – with denser tracheids – produces this superior rigidity at a similar density.

Lead times are longer than for species in stock. The exact duration is discussed at the quoting stage depending on current availability.

  • Bespoke Douglas Fir windows and doors – made to order
  • Laminated wood IV78/IV92 series – complementary profiles
  • All softwood species available on request