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Fornitori

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

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Ditta 4
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Ditta 1
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Angelin
Angelin (Eucalyptus corymbosa)

Family: Myrtaceae

Common names: Angelin, Bloodwood, Cabbage angelin, Gummifera gum, Koraro, Pale bloodwood, Red bloodwood

Distributed in: Australia (Oceania and S.E. Asia)

Common uses: Agricultural implements, Boat building (general), Bridge construction, Cabinetmaking, Flooring, Fuelwood, Furniture, Heavy construction, Joinery, Light construction, Mine timbers, Paneling, Particleboard, Piling, Poles, Posts, Railroad ties

Tree size: Tree height is 20-30 m

Colors: the heart isRed, Redand the sapwoodPaler than heartwood, Well defined.The grain isWeak (figure), the textureMedium to coarse

Natural durability: Very durable, Very durable

Drying Defects: No end splitting should be expected, No twisting or warping

Ease of Drying: Slowly

Tree Identification: Bole/stem form is straight

Blunting Effect: High to severe

Boring: Fairly difficult to very difficult

Carving: Fairly Difficult to Very Difficult

Cutting Resistance: Fairly Difficult to Very Difficult to saw

Mortising: Fairly Difficult to Very Difficult

Moulding: Fairly Difficult to Very Difficult

Movement in Service: Fairly Difficult to Very Difficult

Planing: Fairly Difficult to Very Difficult

Response to hand tools: Moderate working qualities

Routing recessing: Fairly Difficult to Very Difficult

Turning: Fairly Difficult to Very Difficult


  • Numerical data Metric
  • Numerical data English
  • Strength properties
  • References
Item Green Dry Metric
Specific Gravity
Density 849 kg/m3
Bending Strength 714 1113 kg/cm2
Crushing Strength 356 529 kg/cm2
Hardness 451 kg
Impact Strength cm
Shearing Strength 143 kg/cm2
Stiffness 111 129 1000 kg/cm2
Tangential Shrinkage %
Radial Shrinkage 3 %
Weight 833 673 kg/m3
Maximum Load cm-kg/cm3
Toughness cm-kg
Static Bending kg/cm2
Item Green Dry English
Bending Strength 10164 15844 psi
Density 53 lbs/ft3
Hardness 995 lbs
Maximum Crushing Strength 5068 7533 psi
Shearing Strength 2043 psi
Stiffness 1589 1835 1000 psi
Weight 52 42 lbs/ft3
Radial Shrinkage 3 %
Tangential Shrinkage 6 %

Density (dry weight) = 53-60 lbs/cu. ft
Density (dry weight) = 61-67 lbs/cu.ft
Density (dry weight) = 46-52 lbs/cu. ft.
Bending strength (MOR) = medium
Shrinkage, Tangential = small
Shrinkage, Radial = very small
Shrinkage, Radial = small
Shearing strength (parallel to grain) = medium
Modulus of Elasticity (stiffness) = medium
Max. crushing strength = high
Shrinkage, Tangential = very small
Shrinkage, Tangential = moderate
Density (dry weight) = 38-45 lbs/cu. ft.
Shrinkage, Tangential = fairly large
Shrinkage, Radial = moderate
Shearing strength (parallel to grain) = low
Modulus of Elasticity (stiffness) = low
Max. crushing strength = medium
Max. crushing strength (stiffness) = very low
Hardness (side grain) = soft
Bending strength (MOR) = high

Audas, J.W.,Native Trees of Australia,Whitcombe & Tombs PTY. LtdAustralia - Forestry and Timber Bureau,1957,Forest Trees of Australia,Australia Interior Department, Forestry and Timber BureauBanks, 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.48Boas, I.H.,1947,The Commercial Timbers of Australia - Their Properties and Uses,Council for Scientific and Industrial Research, MelbourneBolza, E., Keating, W.G.,1972,African Timbers - the Properties, Uses and Characteristics of 700 Species,C.S.I.R.O. Div. of Building ResearchCause, M.L.; Rudder, E.J. and Kynaston, W.T.,1989,Queensland Timbers Their Nomenclature, Density, and Lyctid Susceptability,Queensland Department of Forestry, Technical Pamplet No.2Erfurth, T., Rusche, H.,1976,The Marketing of Tropical Wood A. Wood Species from African Moist Forests,F.A.O. Forestry DepartmentGay, F.J., Et al,1955,Standard laboratory colonies of termites for evaluating the resistance of,timber, timber preservatives and other materials to termite attack.,C.S.I.R.O., Australia Bulletin,No.277Hall, N., Et al,1970,Forest Trees of Australia,Australian Government Publishing Service, CanberraHoward, A.L.,1948,A Manual of Timbers of the World.,Macmillan & Co. Ltd. London 3rd ed.Keating, W.G., Bolza, E.,1982,Characteristics properties and uses of timbers. South East Asia, Northern,Australia and the Pacific,C.S.I.R.O. Div. Chemical Technology,Inkata Press,1Maiden, J.H.,1917,Forestry Handbook Part II Some of the Principal Commercial Trees of New,South Wales,William Applegate Gullick, Government Printer, Sydney.Patterson, D.,1988,Commercial Timbers of the World, 5th Edition,Gower Technical PressSwabey, C.,1941,The Principal Timbers of Jamaica,Department of Science and Agriculture Jamaica Bulletin No.29Takahashi, A.,1975,Compilation of data on the Mechanical Properties of Foreign Woods (Part 2,Central and South America,Shimane University, Japan, Research Report on Foreign Wood No.4
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