Variable | Juvenile wood | Mature wood | ||
---|---|---|---|---|
PC1 | PC2 | PC1 | PC2 | |
Load at proportional limit | 0.671 | 0.091 | 0.621 | 0.349 |
Deflection at proportional limit | −0.131 | −0.745 | 0.351 | −0.556 |
Maximum load | 0.687 | 0.005 | 0.638 | 0.284 |
Maximum deflection | 0.246 | −0.660 | 0.290 | −0.699 |