Shortleaf pine
Pinus echinata
Shortleaf pine measures 690 lbf on the Janka scale, 47% softer than northern red oak.
- Among the 37 U.S. softwoods, only longleaf pine is stronger in bending.
- Loblolly pine has exactly the same Janka figure.
- On the Janka scale its nearest neighbours are mountain hemlock at 680 lbf and cucumbertree at 700 lbf.
U.S. hardwoodsU.S. softwoodsImported woodsNorthern red oak
Six measures
Shortleaf pineU.S. softwoods medianOther woods
Janka hardness
690 lbf3,069 N53rd softest of 1555th of 37 U.S. softwoods; 38% above the U.S. softwoods median240 lbf3,680 lbfCupping tendency
1.6754th lowest of 1551.092.90Stiffness
1.75 M psi12.1 GPa67th stiffest of 1550.54 M psi4.06 M psiDensity
0.470.51 at 12% MC68th lightest of 1550.250.96Bending strength
13,100 psi90.3 MPa73rd strongest of 15528% above the U.S. softwoods median4,300 psi29,900 psiShrinkage across the face
7.7%radial 4.6%75th lowest of 1553.5%12.7%
How much it moves
Both its face shrinkage (7.7%) and its T/R ratio (1.67) sit in the middle half of the list.
0.46 in.
off a 6-inch flatsawn board, green to oven-dry; quartersawn 0.28 in.
- Tangential
- 7.7%
- Radial
- 4.6%
- Volume
- 12.3%
- T/R ratio
- 1.67 (54th most stable of 155)
End view, shrinkage drawn 3× life size.
Closest substitutes
- Loblolly pine
Same hardness · same density · shrinks 0.3 points less across the face
- Douglas-fir (Interior West)
4% softer · 2% lighter · shrinks 0.2 points less across the face
- Douglas-fir (Coast)
3% harder · 4% lighter · shrinks 0.1 points less across the face
Among the pines
6th hardest of 13, lbf; the neighbours either side are shown, the rest are on the pines page.
Laboratory values
| Property | Green | Dry, 12% MC | Change when dried | Metric, 12% MC |
|---|---|---|---|---|
| Side hardness | 440lbf | 690lbf | +57% | 3,069N |
| Shear parallel to grain | 910psi | 1,390psi | +53% | 9.60MPa |
| Impact bending | 30in. | 33in. | +10% | 838mm |
| Compression parallel to grain | 3,530psi | 7,270psi | +106% | 50.1MPa |
| Compression perpendicular | 350psi | 820psi | +134% | 5.70MPa |
| Modulus of elasticity | 1.39M psi | 1.75M psi | +26% | 12.1GPa |
| Modulus of rupture | 7,400psi | 13,100psi | +77% | 90.3MPa |
| Tension perpendicular | 320psi | 470psi | +47% | 3.20MPa |
| Work to maximum load | 8.20in-lbf/in³ | 11in-lbf/in³ | +34% | 75.8kJ/m³ |
Wood Handbook Table 5-3b, Table 4-3. Data & method · Guides