Port-Orford-cedar
Chamaecyparis lawsoniana
Port-Orford-cedar measures 630 lbf on the Janka scale, about 49% as hard as northern red oak.
- Only ramin, degame and benge are stronger for their weight.
- Of the three Chamaecyparis cedars in the handbook, none is harder or stiffer, and none shrinks more across the face.
- Among the 37 U.S. softwoods, only longleaf pine has a T/R ratio closer to 1.
- Drying hardens it more than most: from 380 lbf green, it gains 66% by 12% moisture, where the median wood gains 31%.
U.S. hardwoodsU.S. softwoodsImported woodsNorthern red oak
Six measures
Port-Orford-cedarU.S. softwoods medianOther woods
Cupping tendency
1.5025th lowest of 1551.092.90Density
0.390.43 at 12% MC35th lightest of 1550.250.96Shrinkage across the face
6.9%radial 4.6%42nd lowest of 1553.5%12.7%Janka hardness
630 lbf2,802 N47th softest of 1559th of 37 U.S. softwoods; 26% above the U.S. softwoods median240 lbf3,680 lbfStiffness
1.70 M psi11.7 GPa72nd stiffest of 1550.54 M psi4.06 M psiBending strength
12,700 psi87.6 MPa74th weakest of 1554,300 psi29,900 psi
For its weight: stiffness-to-weight 4.36 (10th of 155); strength-to-weight 32,564 psi (4th of 155).
How much it moves
The two directions move almost alike (T/R 1.50), so flatsawn and quartersawn boards differ by only 0.14 in.
0.41 in.
off a 6-inch flatsawn board, green to oven-dry
- Tangential
- 6.9%
- Radial
- 4.6%
- Volume
- 10.1%
- T/R ratio
- 1.50 (25th most stable of 155)
End view, shrinkage drawn 3× life size.
Closest substitutes
- Douglas-fir (Interior West)
5% harder · 18% heavier · shrinks 0.6 points more across the face
- Black spruce
16% softer · 3% lighter · shrinks 0.1 points less across the face
- Loblolly pine
10% harder · 20% heavier · shrinks 0.5 points more across the face
Among the Chamaecyparis cedars
1st hardest of 3, lbf.
Laboratory values
| Property | Green | Dry, 12% MC | Change when dried | Metric, 12% MC |
|---|---|---|---|---|
| Side hardness | 380lbf | 630lbf | +66% | 2,802N |
| Work to maximum load | 7.40in-lbf/in³ | 9.10in-lbf/in³ | +23% | 62.7kJ/m³ |
| Tension perpendicular | 180psi | 400psi | +122% | 2.80MPa |
| Shear parallel to grain | 840psi | 1,370psi | +63% | 9.40MPa |
| Compression parallel to grain | 3,140psi | 6,250psi | +99% | 43.1MPa |
| Impact bending | 21in. | 28in. | +33% | 711mm |
| Compression perpendicular | 300psi | 720psi | +140% | 5.00MPa |
| Modulus of elasticity | 1.30M psi | 1.70M psi | +31% | 11.7GPa |
| Modulus of rupture | 6,600psi | 12,700psi | +92% | 87.6MPa |
Wood Handbook Table 5-3b, Table 4-3. Data & method · Guides