Afzelia (Afzelia spp.)
Family: Leguminosae
Common names: Afzelia, Aligna, Apa, Azza, Beyo, Chanfuta, Counterwood, Doussie, Kontah, Mbambakofi, Meli, Mkola, Mkora, Mussacossa, Waterside ekpagoise, Welu, Yoruba bilinga
Distributed in: Cameroon, Central African Republic, Mozambique, Nigeria, Tanzania, Uganda (Africa)
Distribution overview: West, Central, and East Africa. Occurs in the dense evergreen forests but also common in the savanna and coastal forests of East Africa.
Common uses: Boat building (general), Boxes and crates, Cabinetmaking, Flooring, Furniture, Heavy construction, Joinery (external): ground contact, Joinery, Light construction, Marine construction, Millwork, Musical instruments, Paneling, Railroad ties, Tables, Turnery, Vats, Veneer: decorative
Product sources: Exported on a regular basis.
Tree size: Trunk diameter is 150-200 cm
Colors: the heart isRed, Reddish brownand the sapwoodWhite to yellow, Yellow.The grain isWeak figure, the textureMedium to coarseand the lusterMedium
Natural durability: Very durable, Very durable
Kiln Schedules: Dry at a slow speed
Kiln Drying Rate: Naturally dries slowly
Drying Defects: Slight surface checking, Splitting
Ease of Drying: Slowly
Tree Identification: Bole/stem form is buttressed
Blunting Effect: Moderate
Boring: Fairly easy to very easy
Cutting Resistance: Fairly Difficult to Very Difficult to saw
Gluing: Fairly Easy to Very Easy
Mortising: Very Good to Excellent
Moulding: Very Good to Excellent
Movement in Service: Very Good to Excellent
Nailing: Fairly Difficult to Very Difficult, Fairly Easy to Very Easy
Planing: Very Good to Excellent
Resistance to Impregnation: Resistant sapwood
Response to hand tools: Moderate working qualities
Sanding: Very Good to Excellent Results
Steam bending: Very poor
Polishing: Satisfactory; Staining: Poor to Very Poor;
- Numerical data Metric
- Numerical data English
- Strength properties
- References
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| Item |
Green |
Dry |
Metric |
| Specific Gravity |
|
|
|
| Density |
|
753 |
kg/m3 |
| Bending Strength |
804 |
1248 |
kg/cm2 |
| Crushing Strength |
485 |
699 |
kg/cm2 |
| Hardness |
|
752 |
kg |
| Impact Strength |
|
71 |
cm |
| Shearing Strength |
|
155 |
kg/cm2 |
| Stiffness |
106 |
122 |
1000 kg/cm2 |
| Tangential Shrinkage |
4 |
|
% |
| Radial Shrinkage |
2 |
|
% |
| Weight |
737 |
608 |
kg/m3 |
| Maximum Load |
|
|
cm-kg/cm3 |
| Toughness |
|
|
cm-kg |
| Static Bending |
|
|
kg/cm2 |
|
 |  |  |  | | Item | Green | Dry | English | | Bending Strength | 11442 | 17761 | psi | | Density | | 47 | lbs/ft3 | | Hardness | | 1658 | lbs | | Impact Strength | | 28 | inches | | Maximum Crushing Strength | 6899 | 9945 | psi | | Shearing Strength | | 2205 | psi | | Stiffness | 1512 | 1745 | 1000 psi | | Weight | 46 | 38 | lbs/ft3 | | Radial Shrinkage | 2 | | % | | Tangential Shrinkage | 4 | | % | | Volumetric Shrinkage | 6 | | % | |
Hardness (side grain) = medium Toughness-Hammer drop (Impact Strength) = low Shrinkage, Tangential = very small Shrinkage, Radial = very small Max. crushing strength = high Shearing strength (parallel to grain) = medium Modulus of Elasticity (stiffness) = medium Modulus of Elasticity (stiffness) = low Density (dry weight) = 46-52 lbs/cu. ft. Bending strength (MOR) = medium Bending strength (MOR) = high Shrinkage, Volumetric = small
Arkwright, P.,1962,Know your Timber - Afzelia,Woodworking Industry,19(7, p415Armstrong, F.H.,1951,Resistance to Wear of Afzelia as Flooring,Wood,16(9, pp338-9Armstrong, F.H.,1960,The Strength Properties of Timber,Forest Products Research Laboratory, London Bulletin,No.45Chudnoff, M.,1984,Tropical Timbers of the World,U.S.A. Department of Agriculture, Forest Service, Forest Products,Laboratory, Madison.Forest Products Research Laboratory, U.K.,1951,Afzelia,Forest Products Research Laboratory, Princes Risborough, Timber Leaflet,1(6)1-3 & Report 6/5/45I.U.F.R.O.,1973,Veneer Species of the World,Assembled at F.P.L. Madison on behalf of I.U.F.R.O. Working Party on,Slicing and Veneer CuttingKribs, D.A.,1950,Commercial and Foreign Woods on the American Market (a manual to their,structure, identification, uses and distribution,U.S.A. Penn. State College, Tropical Woods LaboratoryLavers, G.M.,1983,The Strength Properties of Timber (3rd ed. revised Moore G.L.,Forest Products Research Laboratory, Princes Risborough, Building Research,Establishment Report (formerly Bulletin No.50)McCoy-Hill, M.,1962,The Protection of Timber from Marine Borer Damage in East African,Waters,8th Brit. Commw. Forestry Conf. East AfricaOliver, A.C.,1974,Timber for Marine and Freshwater Construction,TRADA, LondonSpalt, H.A., Stern, W.L.,1956,Survey of African woods 1,Tropical Woods,115(105,pp 13-38Uganda Forest Department,1954,Flooring Timbers,Uganda Forest Department Timber Leaflet,No.17Unwin, A.H.,1920,West African Forests and Forestry,T. Fisher Unwin Ltd. London
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