Abem (Berlinia bracteosa)
Family: Leguminosae
Common names: Abem, Berlinia, Ebiara, Ekpogi, Ekpogoi, Esabem, Essabem, M'possa, Melegba, Obolo, Pocouli, Red oak, Sarkpei
Distributed in: Cameroon, Congo, Equatorial Guinea, Gabon, Ivory Coast, Liberia, Nigeria, Sierra Leone, Zaire (Africa)
Common uses: Boat building (general), Cabinetmaking, Flooring, Furniture, Heavy construction, Joinery, Millwork, Mine timbers, Paneling, Plywood, Poles, Posts, Railroad ties, Tool handles, Turnery, Vats, Vehicle parts, Veneer: decorative
Tree size: Trunk diameter is 100-150 cm
Colors: the heart isReddish brown, Whiteand the sapwoodWhite, White to yellow.The grain isWavy, the textureMedium coarse to coarseand the lusterMedium
Natural durability: Susceptible to insect attack, Very durable
Kiln Schedules: Dry at a slow speed
Kiln Drying Rate: Naturally dries quickly
Drying Defects: Expect resin/gum exudation, No collapse/honeycomb
Ease of Drying: Slowly
Tree Identification: Bole/stem form is misshapen
Blunting Effect: Moderate
Cutting Resistance: Moderate 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: Holds nails well, Pre-Boring Recommended
Planing: Very Good to Excellent
Resistance to Impregnation: Permeable sapwood
Response to hand tools: Fairly Difficult to Difficult to Work
Veneering qualities: Veneers easily, Veneers moderately easy
Steam bending: Good
Screwing: Screwing yields good results
; Turning: Very Good to Excellent Results
Polishing: Very Good to Excellent; Staining: Very Good to Excellent; Varnishing: Good;
- Numerical data Metric
- Numerical data English
- Strength properties
- References
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Item |
Green |
Dry |
Metric |
Specific Gravity |
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Density |
|
689 |
kg/m3 |
Bending Strength |
665 |
1038 |
kg/cm2 |
Crushing Strength |
425 |
627 |
kg/cm2 |
Hardness |
|
449 |
kg |
Impact Strength |
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cm |
Shearing Strength |
|
99 |
kg/cm2 |
Stiffness |
99 |
115 |
1000 kg/cm2 |
Tangential Shrinkage |
8 |
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% |
Radial Shrinkage |
4 |
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% |
Weight |
673 |
544 |
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 | 9463 | 14768 | psi | Density | | 43 | lbs/ft3 | Hardness | | 991 | lbs | Maximum Crushing Strength | 6047 | 8931 | psi | Shearing Strength | | 1418 | psi | Stiffness | 1413 | 1636 | 1000 psi | Weight | 42 | 34 | lbs/ft3 | Radial Shrinkage | 4 | | % | Tangential Shrinkage | 8 | | % | Volumetric Shrinkage | 12 | | % | |
Max. crushing strength = high Bending strength (MOR) = medium Shrinkage, Tangential = fairly large Shrinkage, Radial = moderate Density (dry weight) = 46-52 lbs/cu. ft. Density (dry weight) = 38-45 lbs/cu. ft. Shrinkage, Volumetic = fairly large Shearing strength (parallel to grain) = very low Shearing strength (parallel to grain) = low Modulus of Elasticity (stiffness) = medium Modulus of Elasticity (stiffness) = low Max. crushing strength = medium Hardness (side grain) = soft Shrinkage, Volumetric = moderate Shrinkage, Tangential = moderate Shrinkage, Tangential = large Shrinkage, Radial = very small Shrinkage, Radial = large Shrinkage, Radial = fairly large Shearing strength (parallel to grain) = medium Modulus of Elasticity (stiffness) = very low Hardness (side grain) = very soft Hardness (side grain) = medium Bending strength (MOR) = low 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 ResearchChudnoff, M.,1984,Tropical Timbers of the World,U.S.A. Department of Agriculture, Forest Service, Forest Products,Laboratory, Madison.Cooper, G.P., Record, S.J.,1931,The Evergreen Forests of Liberia,Yale School Forestry Bulletin,31,pp1-153France - C.T.F.T./C.T.B.,1982,Guide pour le Choix des Essences Deroulables-pour la fabrication du,contreplaque,C.T.F.T./C.T.B. FranceFrance - C.T.F.T.,1961,Resultats des Observations et des Essais au CTFT sur Ebiara - Berlinia,Sp.,C.T.F.T Information Tec.,No.122France - C.T.F.T.,1977,Promotion of African Timbers - New Species,CTFT,35 LeafletsKryn, J.M., Forbes, E.W.,1959,The Woods of Liberia,U.S.A. Department of Agriculture,Forest Products Laboratory, Madison,,Report No. 2159Meniaud, J., Bretonnet, F.,1926,Les Bois Coloniaux d'Afrique dans l'Industrie,Publ. de l'Agence Gen. des ColoniesOrganisation for European Economic Co-operation,1951,African Tropical Timber (Nomenclature, Description,OEECSallenave, P.,1964,Proprietes Physiques et Mecaniques des Bois Tropicaux (Premier Supplement,C.T.F.T. Publ.,no.23Takahashi, A.,1978,Compilation of Data on the Mechanical Properties of Foreign Woods (Part,III) Africa,Shimane University, Japan, Research Report on Foreign Wood No. 7
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