Eveuss (Klainedoxa gabonensis)
Family: Simaroubaceae
Common names: Akoankyere, Astratoanini, Bisiabo, Eves, Eveuss, Ikele, Kododebu, Kroma, Kuma-kuma, Mututtu, Ngon, Oban ngon, Odudu, Usen
Distributed in: Angola, Congo, Gabon, Guinea, Ivory Coast, Liberia, Nigeria, Sierra Leone, Sudan, Uganda (Africa)
Distribution overview: From Guinea to the Congo Basin, Uganda, and Sudan; occurs in evergreen forests on sandy soil.
Common uses: Agricultural implements, Boat building (general), Building construction, Building materials, Cabin construction, Construction, Crossties, Domestic flooring, Excelsior, Factory construction, Factory flooring, Flooring, Fuelwood, Furniture, Handles, Heavy construction, Interior construction, Interior trim, Joinery, Ladders , Light construction, Marine construction, Millwork, Mine timbers, Moldings, Parquet flooring, Pile-driver cushions, Piling, Poles, Posts, Railroad ties, Shafts/Handles, Sub-flooring, Tool handles, Trimming, Utility poles, Vehicle parts, Wainscotting
Environment profile: Secure in many areas of its range
Tree size: Tree height is 20-30 m
Colors: the heart isYellow, Yellow to golden-yellow to orangeand the sapwoodPaler than heartwood, Yellow.The grain isWeak figure, the textureMedium coarse to coarse
Natural durability: Very durable, Very durable
Odor: No specific smell or taste
Kiln Drying Rate: Naturally dries slowly
Drying Defects: Internal Honeycombing Possible, Splitting
Ease of Drying: Slowly
Tree Identification: Bole/stem form is straight
Comments: General finishing qualities are rated as poor The timber is reported to make good firewood
Blunting Effect: Moderate effect
Boring: Good boring properties
Carving: Very difficult to work with hand tools
Cutting Resistance: Easy to saw
Mortising: Easy to mortise
Moulding: Material responds well to moulding operations
Movement in Service: Material responds well to moulding operations
Nailing: Requires pre-boring , Very Good to Excellent
Planing: Very Good to Excellent
Resistance to Abrasion: Resiliant
Resistance to Impregnation: Softwood is fairly resistant
Response to hand tools: Moderate working qualities
Routing recessing: Routs and recesses fairly well
Sanding: Reported to sand well
Screwing:
Holds nails firmly, but it requires pre-boring
; Turning: Good results
Polishing: Satisfactory; Varnishing: Fairly Easy to Very Easy;
- Numerical data Metric
- Numerical data English
- Strength properties
- References
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 |
 |
 |
Item |
Green |
Dry |
Metric |
Specific Gravity |
0,79 |
0,95 |
|
Density |
|
945 |
kg/m3 |
Bending Strength |
1092 |
1659 |
kg/cm2 |
Crushing Strength |
|
154 |
kg/cm2 |
Hardness |
|
1158 |
kg |
Impact Strength |
|
142 |
cm |
Shearing Strength |
|
158 |
kg/cm2 |
Stiffness |
167 |
210 |
1000 kg/cm2 |
Tangential Shrinkage |
10 |
|
% |
Radial Shrinkage |
6 |
|
% |
Weight |
929 |
833 |
kg/m3 |
Maximum Load |
|
|
cm-kg/cm3 |
Toughness |
|
497 |
cm-kg |
Static Bending |
|
854 |
kg/cm2 |
|
 |  |  |  | Item | Green | Dry | English | Bending Strength | 15535 | 23599 | psi | Crushing Strength | | 2195 | psi | Density | | 59 | lbs/ft3 | Hardness | | 2554 | lbs | Impact Strength | | 56 | inches | Maximum Crushing Strength | 7432 | 11063 | psi | Shearing Strength | | 2258 | psi | Static Bending | | 12152 | psi | Stiffness | 2378 | 2992 | 1000 psi | Toughness | | 432 | inch-lbs | Specific Gravity | 0.79 | 0.95 | | Weight | 58 | 52 | lbs/ft3 | Radial Shrinkage | 6 | | % | Tangential Shrinkage | 10 | | % | Volumetric Shrinkage | 14 | | % | |
Shrinkage, Tangential = large Shrinkage, Radial = large Modulus of Elasticity (stiffness) = very high Max. crushing strength = high Bending strength (MOR) = very high Bending strength (MOR) = high Shrinkage, Volumetric = large Shearing strength (parallel to grain) = medium Max crushing strength = very high Density (dry weight) = 67-75 lbs/cu. ft Hardness (side grain) = hard Hardness (side grain) = very hard Shearing strength (parallel to grain) = high Modulus of Elasticity (stiffness) = high Density (dry weight) = 61 - 67 lbs/cu. ft. Density (dry weight) = 53 - 60 lbs/cu. ft. Toughness-Hammer drop (Impact Strength) = medium Toughness- hammer drop (Impact Strength) = high Toughness - hammer drop (Impact strength) = very high Shrinkage, Volumetric = small Shrinkage, Volumetric = fairly large Shrinkage, Tangential = fairly large Shrinkage, Radial = fairly large Max. crushing strength = medium Hardness (side grain) = medium Density (dry weight) = 75+ lbs/cu. ft. Bending strength (MOR) = medium
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,pp1-153Eggeling, W.J.,1940,Indigenous Trees of Uganda,Govt. Printer Entebbe UgandaErfurth, T., Rusche, H.,1976,The Marketing of Tropical Wood A. Wood Species from African Moist Forests,F.A.O. Forestry DepartmentFouarge, J.,1950,Appropriation de Bois Congolais aux Besoins de la Metropole,I.N.E.A.C. Belgium Serie Technique,No.38Hughes, J.F.,1971,The Principal Timber Trees of Cameroon,Unpublished dataIrvine, 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. 2159Kunkel, G.,1965,The Trees of Liberia,German Forestry Mission to Liberia Report,No.3Sallenave, P.,1955,Proprietes Phyiques et Mecaniques des Bois Tropicaux de l'Union Francaise,C.T.F.TSallenave, P.,1971,Proprietes Physiques et Mecaniques des Bois Tropicaux (Deuxieme,Supplement,C.T.F.T.Takahashi, A.,1978,Compilation of Data on the Mechanical Properties of Foreign Woods (Part,III) Africa,Shimane University, Japan, Research Report on Foreign Wood No. 7Taylor, C.J.,1960,Synecology and Silviculture in Ghana,University College of Ghana Thomas Nelson and SonsUganda Forestry Department,1954,Pilot tests of strength properties of some Ugandan grown timbers,Uganda Forest Department Timber leaflet No. 46WCMC. 1992. Conservation Status Listing - Trees and Timbers of the World. World Conservation Monitoring Center-Plants Programme, Cambridge, CB3 ODL, United Kingdom.
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