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Fornitori

Ditta 5
Indirizzo: via dei platani 4 liguria
Tel.: +39 456 5664 54

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Ditta 4
Indirizzo: via dei platani 4 liguria
Tel.: +39 456 5664 54

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Ditta 3
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Ditta 2
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Tel.: +39 456 5664 54

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Ditta 1
Indirizzo: via dei platani 4 liguria
Tel.: +39 456 5664 54

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Ditta 0
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Eveuss
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
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.
*Come interpretare i dati (manleva su eventuali imprecisioni)