Douglas-fir (Coast)
Pseudotsuga menziesii
Douglas-fir (Coast) measures 710 lbf on the Janka scale, 45% softer than northern red oak.
- Of the three Douglas-fir growth regions in the handbook, none is harder, and none shrinks more across the face.
- Among the 37 U.S. softwoods, only longleaf pine is stiffer.
- On the Janka scale its nearest neighbours are silver maple at 700 lbf and Virginia pine at 740 lbf.
U.S. hardwoodsU.S. softwoodsImported woodsNorthern red oak
Six measures
Douglas-fir (Coast)U.S. softwoods medianOther woods
Cupping tendency
1.5837th lowest of 1551.092.90Stiffness
1.95 M psi13.4 GPa43rd stiffest of 15530% above the U.S. softwoods median0.54 M psi4.06 M psiDensity
0.450.48 at 12% MC53rd lightest of 1550.250.96Janka hardness
710 lbf3,158 N57th softest of 1554th of 37 U.S. softwoods; 42% above the U.S. softwoods median240 lbf3,680 lbfBending strength
12,400 psi85.5 MPa67th weakest of 1554,300 psi29,900 psiShrinkage across the face
7.6%radial 4.8%70th lowest of 1553.5%12.7%
For its weight: stiffness-to-weight 4.33 (11th of 155).
How much it moves
The two directions move almost alike (T/R 1.58), so flatsawn and quartersawn boards differ by only 0.17 in.
0.46 in.
off a 6-inch flatsawn board, green to oven-dry
- Tangential
- 7.6%
- Radial
- 4.8%
- Volume
- 12.4%
- T/R ratio
- 1.58 (37th most stable of 155)
End view, shrinkage drawn 3× life size.
Closest substitutes
- Douglas-fir (Interior West)
7% softer · 2% heavier · shrinks 0.1 points less across the face
- Loblolly pine
3% softer · 4% heavier · shrinks 0.2 points less across the face
- Shortleaf pine
3% softer · 4% heavier · shrinks 0.1 points more across the face
Among the Douglas-fir growth regions
1st hardest of 3, lbf.
Laboratory values
| Property | Green | Dry, 12% MC | Change when dried | Metric, 12% MC |
|---|---|---|---|---|
| Tension perpendicular | 300psi | 340psi | +13% | 2.30MPa |
| Shear parallel to grain | 900psi | 1,130psi | +26% | 7.80MPa |
| Modulus of elasticity | 1.56M psi | 1.95M psi | +25% | 13.4GPa |
| Side hardness | 500lbf | 710lbf | +42% | 3,158N |
| Work to maximum load | 7.60in-lbf/in³ | 9.90in-lbf/in³ | +30% | 68.3kJ/m³ |
| Compression parallel to grain | 3,780psi | 7,230psi | +91% | 49.8MPa |
| Modulus of rupture | 7,700psi | 12,400psi | +61% | 85.5MPa |
| Compression perpendicular | 380psi | 800psi | +111% | 5.50MPa |
| Impact bending | 26in. | 31in. | +19% | 787mm |
Wood Handbook Table 5-3b, Table 4-3. Data & method · Guides