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Blunting Effect
Boring
Carving
Common Names
Common Uses
Countries of Distribution
Cutting Resistance
Drying Defects
Ease of Drying
Family Name
Grain
Heartwood Color
Mortising
Moulding
Natural Durability
Natural Growth Defects
Numerical Data
Planing
References
Regions of Distribution
Response to Hand Tools
Routing & Recessing
Sapwood Color
Scientific Name
Strength Properties
Synonyms
Texture
Trade Name
Tree Identification
Tree Size
Turning

Scientific Name
Eucalyptus corymbosa

Trade Name
Angelin

Family Name
Myrtaceae

Synonyms
Eucalyptus gummifera


Wood Image 1

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

Regions of Distribution
Oceania and S.E. Asia

Countries of Distribution  [VIEW MAP]
Australia

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

Heartwood Color
Brown
Red
Dark brown
Red
Pale red to pink


Sapwood Color
Well defined
Paler than heartwood


Grain
Interlocked
Figure
Stripe (figure)
Weak (figure)


Texture
Coarse
Medium to coarse


Natural Growth Defects
Gum/resin streaks


Natural Durability
Very durable
Resistant to attack from termites (Isoptera)
Very durable
Susceptible to attack from powder post (Lyctid & Bostrychid) beetles
Durable
Susceptible to marine borer attack


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


Ease of Drying
Slowly
Reconditioning Treatement


Tree Identification
Bole/stem form is straight
Bole/stem form is misshapen


Tree Size
Tree height is 20-30 m


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


Planing
Fairly Difficult to Very Difficult


Response to Hand Tools
Fairly Difficult to Difficult to Work
Moderate working qualities


Routing & Recessing
Fairly Difficult to Very Difficult


Turning
Fairly Difficult to Very Difficult


Strength Properties
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


Numerical Data
ItemGreenDryEnglish
Bending Strength1016415844psi
Density53lbs/ft3
Hardness995lbs
Maximum Crushing Strength50687533psi
Shearing Strength2043psi
Stiffness158918351000 psi
Weight5242lbs/ft3
Radial Shrinkage3%
Tangential Shrinkage6%
ItemGreenDryMetric
Bending Strength7141113kg/cm2
Density849kg/m3
Hardness451kg
Maximum Crushing Strength356529kg/cm2
Shearing Strength143kg/cm2
Stiffness1111291000 kg/cm2
Weight833673kg/m3
Radial Shrinkage3%

References
Audas, J.W.,Native Trees of Australia,Whitcombe & Tombs PTY. Ltd

Australia - Forestry and Timber Bureau,1957,Forest Trees of Australia,Australia Interior Department, Forestry and Timber Bureau

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.48

Boas, I.H.,1947,The Commercial Timbers of Australia - Their Properties and Uses,Council for Scientific and Industrial Research, Melbourne

Bolza, E., Keating, W.G.,1972,African Timbers - the Properties, Uses and Characteristics of 700 Species,C.S.I.R.O. Div. of Building Research

Cause, 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.2

Erfurth, T., Rusche, H.,1976,The Marketing of Tropical Wood A. Wood Species from African Moist Forests,F.A.O. Forestry Department

Gay, 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.277

Hall, N., Et al,1970,Forest Trees of Australia,Australian Government Publishing Service, Canberra

Howard, 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,1

Maiden, 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 Press

Swabey, C.,1941,The Principal Timbers of Jamaica,Department of Science and Agriculture Jamaica Bulletin No.29

Takahashi, 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