You now know what density means, how hardness is measured, what stiffness and strength tell you, how durability classes work, what rot resistance depends on, how workability varies, what extractives do, which species are toxic, and how much each one moves. This final guide in Track 3 brings all of that together into the question that matters most: which timber should I actually use?
Choosing a species is never about optimising a single property. It's about balancing competing requirements against the realities of the application, the environment, the budget, and the supply chain. Every project involves trade-offs, and the best decisions come from understanding what those trade-offs are. This guide gives you a framework for thinking through species selection systematically — and then applies it to the most common real-world scenarios.
The Selection Framework
Every species selection decision can be broken down into the same set of questions. Work through them in order:
1. Where will the timber be used?
This is the single most important question. The use environment determines which properties are critical:
- Interior, heated, dry — Stability matters most. Durability is irrelevant (no decay risk indoors). Appearance, workability, and hardness dominate.
- Interior, unheated — Stability still matters, but wider humidity swings increase movement. Condensation risk may introduce mild decay concerns.
- Exterior, above ground — Durability becomes critical. Stability matters for dimensional components (windows, doors). UV resistance affects appearance.
- Exterior, ground contact — Maximum durability required. Only Class 1–2 species or preservative-treated timber should be used.
- Exterior, marine / freshwater — Durability, stability, and resistance to waterlogging. A very demanding environment.
- Structural — Strength (MOR), stiffness (MOE), and grading class are primary. Appearance is secondary.
2. What loads will it carry?
- No structural load (panelling, trim, furniture) — Strength is rarely the limiting factor. Choose for appearance, workability, and stability.
- Light structural load (shelving, cabinet frames) — Moderate stiffness needed. Most species are adequate.
- Heavy structural load (beams, joists, rafters) — Strength class and stiffness are primary selection criteria. Use graded structural timber.
- Impact loads (flooring, workbenches, tool handles) — Hardness (Janka) and toughness are critical.
3. What are the appearance requirements?
- Natural finish / visible grain — Colour, grain pattern, figure, and finishing quality matter. Choose species with the desired visual character.
- Painted — Appearance of the raw wood is less important. Choose for stability, workability, and paint adhesion.
- Hidden — Appearance is irrelevant. Choose for performance and cost.
4. What is the budget?
- Premium — Teak, walnut, cherry, quarter-sawn oak, mahogany alternatives
- Mid-range — Oak, ash, sapele, Douglas fir, larch
- Economy — Pine, spruce, poplar, engineered products Cost includes not just the timber price but also:
- Waste rate — species with defects, sapwood to reject, or difficult grain increase waste
- Machining cost — difficult species take longer to process
- Finishing cost — some species require more surface preparation or specialised finishes
- Maintenance cost — non-durable species in exterior use require ongoing treatment
5. Are there specific constraints?
- Health — Working with allergenic species (cocobolo, Western Red Cedar, mansonia) requires additional safety measures and may be inappropriate for some workshops
- Sustainability / legality — Some species require CITES documentation or FSC certification. Some are effectively unavailable due to trade restrictions.
- Availability — Not every species is available in every region, in every dimension, or at every quality level
- Tradition / specification — Some projects require specific species (heritage repairs, instrument making, cooperage)
The Property Trade-Off Matrix
No species is perfect at everything. Here are the most common trade-offs:
Durability vs Workability
The most durable species tend to be dense, hard, and difficult to machine:
- Ipe — Class 1 durability, but extremely hard, oily, and difficult to work
- Teak — Class 1 durability with moderate workability, but oily (gluing issues)
- Oak — Class 2 durability with good workability, but high T/R ratio
Stability vs Cost
The most stable species tend to be expensive:
- Teak — excellent stability, but premium price
- Mahogany — excellent stability, but restricted supply and high cost
- Western Red Cedar — good stability and moderate cost, but low strength and hardness
Hardness vs Weight
Harder species are denser and heavier:
- A hardwood floor in ipe (Janka ~15,620 N) is extremely durable but weighs roughly 1,000 kg/m³
- A floor in pine (Janka ~3,510 N) is much lighter but dents easily
Strength vs Stability
Some of the strongest species are also the least stable:
- Beech — very strong and hard, but among the least stable common species
- Hickory — extremely tough, but high total shrinkage
Application Guides
Here's how the framework applies to common scenarios. Each recommendation explains why the species suits the application, linking back to the specific properties covered in this track.
Exterior Cladding
Requirements: Durability (Class 3 minimum, ideally Class 2+), stability (minimal cupping and warping), acceptable appearance weathering, reasonable cost.
| **Species** | **Durability** | **Stability** | **Notes** |
| **Western Red Cedar** | Class 2 | Excellent | The classic choice. Low density, low shrinkage, good natural durability. Weathers to silver-grey. Allergenic dust — protect during installation. |
| **European Larch** | Class 3 | Moderate | Harder and stronger than cedar. Resinous — resin bleed possible. Good value. Heartwood only. |
| **Siberian Larch** | Class 3 | Moderate | Tighter growth rings than European larch. Denser. Good cladding species. |
| **Thermally modified pine/spruce** | Class 2–3 | Good | Improved durability and stability through thermal treatment. Reduced strength. Increasingly popular. |
| **Accoya (acetylated radiata pine)** | Class 1 | Excellent | Near-zero movement. Class 1 durability. Premium cost. The highest-performing option. |
Exterior Decking
Requirements: Durability (Class 2 minimum for ground-proximity use), hardness (foot traffic, furniture), slip resistance, stability.
| **Species** | **Durability** | **Janka (N)** | **Notes** |
| **Ipe** | Class 1 | \~15,620 | Extremely durable and hard. Difficult to fasten (pre-drill everything). Oily — difficult to finish. Premium cost. The benchmark. |
| **Cumaru** | Class 1 | \~14,500 | Similar performance to ipe at lower cost. Very dense. |
| **Teak** | Class 1 | \~4,740 | Excellent durability and stability. Softer than ipe but still adequate. Very expensive. The luxury choice. |
| **European Oak** | Class 2 | \~5,700 | Good durability. Tannin staining on adjacent surfaces. Iron staining with steel fasteners — use stainless. |
| **Treated softwood (UC3/UC4)** | Class 2–3 (treated) | \~3,500 | Budget option. Adequate durability if properly treated. Lower hardness — will dent and mark. Requires ongoing maintenance. |
| **Species** | **Stability** | **Workability** | **Notes** |
| **Black Walnut** | Good (T/R 1.4) | Excellent | Beautiful colour and grain. Low T/R ratio — very even movement. Easy to work. Takes finish superbly. The furniture maker's first choice in many traditions. |
| **American Cherry** | Good (T/R 1.9) | Excellent | Beautiful warm tone that deepens with age. Easy to work. Moderate stability. UV colour change is dramatic — embrace it or protect against it. |
| **European Oak (quarter-sawn)** | Good when QS | Good | Classic appearance with medullary ray figure. Must be quarter-sawn for best stability. Iron staining risk — use stainless steel hardware. |
| **Sapele** | Good (T/R 1.5) | Moderate | Ribbon stripe figure in quarter-sawn boards. Interlocked grain requires sharp tools and careful planing. Good mahogany alternative. |
| **European Ash** | Moderate (T/R 1.6) | Good | Strong, elastic, with bold grain. Excellent for steam bending. Lighter colour suits Scandinavian and contemporary styles. |
| **Species** | **Typical strength class** | **MOE (GPa)** | **Notes** |
| **Spruce / Pine (whitewood)** | C16–C24 | 8–11 | The workhorse of structural framing. Widely available, well understood, and cost-effective. Graded to EN 338. |
| **Douglas Fir** | C24–C30 | 11–13 | Stronger and stiffer than whitewood. Available in larger dimensions. Good for beams and posts. |
| **European Oak** | D30–D40 | 10–12 | Traditional framing timber. Extremely durable. Beautiful exposed structural work. Premium cost. |
| **Glulam (spruce/pine)** | GL24–GL32+ | 11–14 | Engineered beams. Longer spans, more consistent properties, and available in dimensions beyond what solid timber provides. |
| **Species** | **Janka (N)** | **Stability** | **Notes** |
| **European Oak** | \~5,700 | Moderate–Poor (PS) / Good (QS) | The most popular hardwood floor. Good hardness. Quarter-sawn boards are dramatically more stable. Wide plank floors need careful acclimation. |
| **American White Oak** | \~6,000 | Moderate | Slightly harder than European oak. Excellent floor species. Similar tannin and iron staining considerations. |
| **Hard Maple** | \~6,400 | Poor | Very hard. Classic gym and commercial floor. Light colour. High movement — needs tight environmental control. |
| **European Ash** | \~5,900 | Moderate | Good hardness. Bold grain. Similar performance to oak with a lighter aesthetic. |
| **Douglas Fir** | \~3,160 | Moderate | Softer — will dent. But warm character and honey colour with age. Suits residential settings where patina is welcomed. |
| **Pine** | \~3,510 | Moderate | Budget option. Soft — dents and marks easily. Traditional in period properties. Beautiful aged character. |
Windows and External Joinery
Requirements: Durability (Class 2+ or treated to Class 2+), stability (tight tolerances), machinability, paint/finish adhesion.
| **Species** | **Durability** | **Stability** | **Notes** |
| **Accoya** | Class 1 | Excellent | The gold standard for modern timber windows. Near-zero movement. Superb paint retention. Premium cost but dramatically reduced maintenance. |
| **European Oak** | Class 2 | Moderate | Traditional choice. Durable. Tannin can bleed through paint — use isolation primer. Higher movement than Accoya. |
| **Sapele** | Class 2–3 | Good | Good stability. Machines well. Increasingly used as a mahogany replacement in joinery. |
| **Treated softwood (modified)** | Class 2–3 | Good | Thermally modified pine/spruce offers improved durability and stability at moderate cost. |
How Timber Logic Helps
This is exactly what the Timber Logic species database is designed for. Every species page brings together:
- Density and Janka hardness — Guide 1 and Guide 2
- MOE and MOR — Guide 3
- Durability class — Guide 4
- Rot resistance details — Guide 5
- Workability notes — Guide 6
- Extractive profile — Guide 7
- Health risks — Guide 8
- Shrinkage values and stability rating — Guide 9 All on one page, cross-linked to these guides, with calculators for movement, quantity, and cost. The goal is to give you everything you need to make an informed species decision — quickly, in one place, backed by the science.
Media and Image Recommendations
- Flowchart: species selection decision tree
- A visual decision tree starting with "Where will the timber be used?" and branching through durability, load, appearance, and budget to arrive at recommended species
- Comparison infographic: five common species across all properties
- Radar/spider charts showing oak, walnut, pine, teak, and beech rated across density, hardness, stiffness, durability, stability, and workability
- Photo grid: application examples
- Six photos showing the recommended species in each application: cedar cladding, ipe decking, walnut table, oak floor, Accoya windows, teak garden bench
- Table graphic: the decision checklist
- Clean, printable version of the checklist above
- Diagram: trade-off visualisation
- A visual showing how increasing durability typically comes with decreasing workability, and how stability vs cost creates a clear gradient
The Key Idea
What's Next: Track 3 Complete
You've now completed Track 3 — Timber Properties. You understand how species differ across every measurable property, and you have a framework for turning that knowledge into real-world decisions. Track 4 — Processing takes the next step: how timber goes from the log to usable material. Sawing methods, drying (kiln and air), grading, preservative treatment, and modification. The properties you've learned in this track determine how timber responds to every stage of processing — and processing, in turn, determines the quality of the material you work with.
🔗 Knowledge Network
Species Pages
- Western Red Cedar — cladding, outdoor furniture, excellent stability
- Teak — decking, outdoor furniture, boat building, joinery benchmark
- European Oak — decking, flooring, structural framing, joinery, cooperage
- Ipe — decking benchmark, extreme hardness and durability
- Black Walnut — fine furniture, excellent T/R ratio
- American Cherry — fine furniture, dramatic colour change
- Sapele — joinery and furniture, mahogany alternative
- European Ash — furniture, flooring, steam bending
- European Beech — workshop benches, high hardness, poor stability
- Hard Maple — flooring, high hardness, poor stability
- Douglas Fir — structural framing, flooring
- Pine / Spruce — structural framing, economy flooring
- European Larch — cladding
- Iroko — outdoor furniture, teak alternative, allergenic dust
- Accoya — windows, cladding, near-zero movement, Class 1 durability
- Cocobolo — health risk flagged for workshop use
- Mansonia — health risk flagged, cardiac risk
Glossary Terms
- Janka Hardness
- MOE (Modulus of Elasticity)
- MOR (Modulus of Rupture)
- Durability Class
- Use Class
- Strength Class
- T/R Ratio
- CITES
- FSC
- Glulam
- Accoya
- Thermal Modification
Calculators
- Movement Calculator
- Quantity Calculator
Related Guides
Fact-Check Report — Guide 10: Choosing the Right Timber for the Job