Efok bilobi (Cola spp.)
Family: Sterculiaceae
Common names: Efok bilobi, Efok oswe, Taba
Distributed in: Ghana, Uganda (Africa)
Common uses: Boat building (general), Boxes and crates, Carvings, Flooring, Fuelwood, Furniture, Heavy construction, Joinery, Light construction, Millwork, Mine timbers, Railroad ties, Sporting Goods, Vehicle parts
Tree size: Tree height is 20-30 m
Colors: the heart isPale brown, Redand the sapwoodWhite to yellow, Yellow.The grain isStraight, the textureMedium to coarseand the lusterMedium
Natural durability: Sapwood is susceptible to wood staining fungal attack, Susceptible to attack from powder post (Lyctid & Bostrychid) beetles
LightInduced Color Change: None
Drying Defects: Checking, Distortion
Ease of Drying: Reconditioning Treatement
Tree Identification: Bole/stem form is buttressed
Boring: Fairly easy to very easy
Carving: Fairly Easy to Very Easy
Cutting Resistance: Easy to saw
Gluing: Fair to Good Results
Mortising: Fairly Easy to Very Easy
Moulding: Fairly Easy to Very Easy
Movement in Service: Fairly Easy to Very Easy
Nailing: Fairly Easy to Very Easy, Very Good to Excellent
Planing: Fairly Easy to Very Easy
Response to hand tools: Responds Readily
Routing recessing: Fairly Easy to Very Easy
Sanding: Very Good to Excellent Results
Turning: Fairly Easy to Very Easy
Polishing: Very Good to Excellent;
- Numerical data Metric
- Numerical data English
- Strength properties
- References
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Item |
Green |
Dry |
Metric |
Specific Gravity |
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Density |
|
833 |
kg/m3 |
Bending Strength |
954 |
1473 |
kg/cm2 |
Crushing Strength |
485 |
699 |
kg/cm2 |
Hardness |
|
752 |
kg |
Impact Strength |
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cm |
Shearing Strength |
|
109 |
kg/cm2 |
Stiffness |
152 |
175 |
1000 kg/cm2 |
Tangential Shrinkage |
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% |
Radial Shrinkage |
5 |
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% |
Weight |
817 |
657 |
kg/m3 |
Maximum Load |
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cm-kg/cm3 |
Toughness |
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cm-kg |
Static Bending |
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kg/cm2 |
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| | | | Item | Green | Dry | English | Bending Strength | 13576 | 20956 | psi | Density | | 52 | lbs/ft3 | Hardness | | 1658 | lbs | Maximum Crushing Strength | 6899 | 9945 | psi | Shearing Strength | | 1560 | psi | Stiffness | 2167 | 2494 | 1000 psi | Weight | 51 | 41 | lbs/ft3 | Radial Shrinkage | 5 | | % | Tangential Shrinkage | 8 | | % | |
Density (dry weight) = 53-60 lbs/cu. ft. Shrinkage, Tangential = moderate Shrinkage, Tangential = large Shrinkage, Tangential = fairly large Shrinkage, Radial = moderate Shrinkage, Radial = large Shrinkage, Radial = fairly large Shearing strength (parallel to grain) = low Modulus of Elasticity (stiffness) = high Max. crushing strength = high Hardness (side grain) = medium Density (dry weight) = 46-52 lbs/cu. ft. Bending strength (MOR) = high
Banks, C.H. and J.P. Schoeman. 1963. Railway Sleeper and Crossing Timbers. Bulletin No. 41, Republic of South Africa. The Government Printer, Pretoria, South Africa.Banks, C.H., Schoeman, J.P., Otto, K.P.,1977,The Mechanical Properties of Timbers with particular reference to South,Africa,South African Forestry Research Institute Bulletin,(Ed.,Schoeman, J.P. 1973 & Otto K.P. 1976,No.48Bolza, E., Keating, W.G.,1972,African Timbers - the Properties, Uses and Characteristics of 700 Species,C.S.I.R.O. Div. of Building ResearchCudjoe, F.S.,1969,A Key to the Family Sterculiaceae in Ghana,Forest Prod. Res. Inst. Ghana Tech. Note, No.7Irvine, F.R.,1961,Woody Plants of Ghana,O.U.P. LondonKryn, J.M., Forbes, E.W.,1959,The Woods of Liberia,U.S.A. Department of Agriculture,Forest Products Laboratory, Madison,,Report No. 2159
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