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Blunting Effect
Boring
Comments
Common Names
Common Uses
Countries of Distribution
Cutting Resistance
Drying Defects
Ease of Drying
Family Name
Gluing
Grain
Heartwood Color
Kiln Drying Rate
Kiln Schedules
Luster
Movement in Service
Nailing
Natural Durability
Numerical Data
Painting
Planing
Polishing
References
Regions of Distribution
Resistance to Impregnation
Resistance to Splitting
Response to Hand Tools
Sapwood Color
Scientific Name
Screwing
Staining
Steam Bending
Strength Properties
Texture
Trade Name
Tree Identification
Tree Size
Turning
Veneering Qualities
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Common Names
Eucalipto microcorys, Microcorys gum, Microcorys-gom, Tallowwood
Regions of Distribution
Africa, Oceania and S.E. Asia
Countries of Distribution
[VIEW MAP]
Australia, India, Kenya, South Africa, Sri Lanka, Uganda
Common Uses
Boat building: decking, Bridge construction, Decks, Flooring, Flooring: industrial heavy traffic, Furniture, Handles: general, Heavy construction, Joinery (external): ground contact, Light construction, Marine construction, Piling, Poles, Posts, Railroad ties, Tool handles, Turnery, Vehicle parts, Wheel spokes, Wheels
Heartwood Color
| Red |
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| Yellow |
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| Purple |
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| Brown |
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| Pink |
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| Orange |
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| Yellow to golden-yellow to orange |
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| Brown |
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| Pale brown |
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| Greenish to greyish |
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Sapwood Color
| White |
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| Yellow |
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| Red |
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| Color not distinct from heartwood |
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| Paler than heartwood |
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| Clearly differentiated from the heartwood |
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Grain
| Interlocked |
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| Closed |
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| Figure |
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| Wavy |
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| Distinct (figure) |
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| Interlocked |
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| Wavy |
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| Distinct figure |
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Texture
Luster
Natural Durability
| Durable |
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| Susceptible to insect attack |
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| Resistant to termites |
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| Moderately durable |
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| Non-resistant to powder post beetles |
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| Non-resistant to termites |
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| Very durable |
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| Susceptible to attack from powder post (Lyctid & Bostrychid) beetles |
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| Durable |
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| Resistant to attack from termites (Isoptera) |
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| Pinworms (ambrosia beetles) are commonly present |
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| Susceptible to attack from termites (Isoptera) |
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| Moderately resistant to termite (Isoptera) attack |
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Kiln Schedules
| UK=C US=T3C2/T3C1 Fr=3 |
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| Dry at a slow speed |
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| UK=B US=T2C2/T2C1 Fr=2 |
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| Kiln Drying Rate (in days) is rather slow |
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Drying Defects
| Splitting |
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| Checking |
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| Distortion |
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| Moderate end spitting |
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| Severe surface checking |
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| Moderate twist/warp |
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| Moderate surface checking |
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Ease of Drying
Kiln Drying Rate
| Slow (18-28 days for boards < 32 mm, to 52-84 days for boards >= 63 mm) |
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Tree Identification
| Bole/stem form is straight |
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Tree Size
| Tree height is 20-30 m |
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| Trunk diameter is 100-150 cm |
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| Tree height is 10-20 m |
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| Tree height is 30-40 m |
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Comments
General finishing qualities are rated as good
Blunting Effect
| Moderate |
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| Blunting effect on sawing dry wood is mild |
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| Blunting effect on machining is fairly severe |
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| Blunting effect on sawing dry wood is moderate |
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| Blunting effect on machining is severe |
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Boring
Cutting Resistance
| Easy to saw |
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| Cutting Resistance with dry wood is easy |
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Gluing
| Fairly Easy to Very Easy |
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| Difficult to glue |
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Movement in Service
| Unstable with Poor Stability - Large Movement |
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| Medium |
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| Stable |
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Nailing
| Pre-Boring Recommended |
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| Fairly Easy to Very Easy |
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| Holds nails well |
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Planing
| Fairly Difficult to Very Difficult |
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| Fairly Easy to Very Easy |
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| Planes well, to a good finish |
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Resistance to Impregnation
| Resistant heartwood |
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| Resistant sapwood |
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| Permeable sapwood |
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| Heartwood is extremely resistant |
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| Sapwood is moderately resistant |
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Resistance to Splitting
Response to Hand Tools
| Easy to Work |
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| Fairly Difficult to Difficult to Work |
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| Easy to machine |
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| Difficult to machine |
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| Moderate working qualities |
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Screwing
| Fairly Easy to Very Easy |
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| Very Good to Excellent Results |
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| Fair to Good Results |
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Turning
| Very Good to Excellent Results |
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| Fair to Good Results |
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| Easy to turn |
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| Good results |
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| Difficult to turn |
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Veneering Qualities
| Suitable for peeling |
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| Suitable for slicing |
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| Veneers easily |
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| Veneers moderately easy |
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| Difficult to veneer |
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Steam Bending
| Poor to Very Poor Results |
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| Moderate |
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Painting
Polishing
| Very Good to Excellent Results |
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| Fair to Good Results |
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| Good results |
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| Satisfactory results |
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Staining
| Poor results |
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| Finish is generally satisfactory |
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| Finish is generally good |
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Strength Properties
| Bending strength (MOR) = high |
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| Max. crushing strength = high |
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| Density (dry weight) = 61< |
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| Shearing strength (parallel to grain) = medium |
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| Hardness (side grain) = Hard |
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| Density (dry weight) = 53-60 |
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| Hardness (side grain) = medium |
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| Shearing strength (parallel to grain) = high |
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| Max crushing strength (stiffness) = very high |
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| Shrinkage, Tangential = large |
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| Density (dry weight) = 46-52 lbs/cu. ft. |
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| Bending strength (MOR) = medium |
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| Toughness -hammer drop = medium |
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| Shrinkage, Radial = fairly large |
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| Modulus of Elasticity (stiffness) = high |
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| Shrinkage, Volumetric = large |
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| Shrinkage, Tangential = fairly large |
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| Shearing strength (parallel to grain) = low |
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| Max. crushing strength = medium |
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| Density (dry weight) = 38-45 lbs/cu. ft. |
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| Shrinkage, Tangential = small |
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| Shrinkage, Tangential = moderate |
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| Hardness (side grain) = soft |
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| Density (dry weight) = 31-37 lbs/cu. ft. |
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Numerical Data
| Item | Green | Dry | English |
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| Bending Strength | 14698 | 21970 | psi |
| Density | | 55 | lbs/ft3 |
| Hardness | | 2007 | lbs |
| Impact Strength | | 40 | inches |
| Maximum Crushing Strength | 7385 | 10501 | psi |
| Shearing Strength | | 2311 | psi |
| Stiffness | 2167 | 2494 | 1000 psi |
| Weight | 54 | 46 | lbs/ft3 |
| Radial Shrinkage | 5 | | % |
| Tangential Shrinkage | 9 | | % |
| Volumetric Shrinkage | 14 | | % |
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| Item | Green | Dry | Metric |
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| Bending Strength | 1033 | 1544 | kg/cm2 |
| Density | | 881 | kg/m3 |
| Hardness | | 910 | kg |
| Impact Strength | | 101 | cm |
| Maximum Crushing Strength | 519 | 738 | kg/cm2 |
| Shearing Strength | | 162 | kg/cm2 |
| Stiffness | 152 | 175 | 1000 kg/cm2 |
| Weight | 865 | 737 | kg/m3 |
| Radial Shrinkage | 5 | | % |
| Tangential Shrinkage | 9 | | % |
References
Anderson, R.H.,1947,The Trees of New South Wales,New South Wales Department of Agriculture
Australia - Forestry and Timber Bureau,1957,Forest Trees of Australia,Australia Interior Department, Forestry and Timber Bureau
Australia - N.S.W. Forestry Commission,1988,Furniture Timbers of New South Wales,Forest Commission, N.S.W., Aust. Tech. Publication No.1
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.48
Banks, C.H.,1954,The Mechanical Properties of Timbers with Particular Reference to those,grown in the Union of South Africa,Journal of the South African Forestry Association,No. 24 pp.44-65,[South,African Forestry Journal]
Bois, P.J.,1966,The Strength Properties of Tanzania Timbers,Tanzania Forest Div. Util. Sec. Moshi Tech. Note, No.35
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
Bolza, E., Kloot, N.H.,1963,The Mechanical Properties of 174 Australian Timbers,C.S.I.R.O. Division of Forest Products Technological Paper,No.25
Bootle, K.R.,1971,The Commercial Timbers of New South Wales and their use,Angus & Robertson (publishers) PTY Ltd
Brown, W.H.,1978,Timbers of the World, No. 8 Australasia,TRADA, Red Booklet Series
Cause, M.L., Et al,1974,The Nomenclature, Density and Lyctus - Susceptibility of Queensland,Timbers,Queensland Forestry Department Pamphlet 13
Clifford, N.,1953,Commercial Hardwoods - Their Characteristics Identification and,Utilization,Sir Isaac Pitman & Sons Ltd. London
Cox, H.A.,1939,A Handbook of Empire Timbers,Forest Products Research Laboratory, Princes Risborough
Da Costa, E.W.B., Osborne, L.D.,1967,Comparative decay resistance of 26 New Guinea timber species in,accelerated laboratory tests,Comm. Forestry Review 46(1) pp63-74
Farmer, R.H.,1972,Handbook of Hardwoods,HMSO
Forest Products Research Laboratory, U.K.,1945,A Handbook of Empire Timbers,Department of Scientific and Industrial Research Forest Products Research
Forestry Commission of New South Wales,1987,Timbers used in New South Wales for Domestic Buildings,Forestry Commission of New South Wales, Technical Publication No.6
Forests Products Research Laboratory, U.K.,1956,A Handbook of Hardwoods,Forest Products Research Laboratory, Princes Risborough, Department of,Science and Industrial Research, Building Research Establishment
Fouarge, J.,1970,Essais Physiques,Mecaniques et de Durabilite de Bois de la Republique,Democratique du Congo,I.N.E.A.C. Belgium Serie Technique,No.76
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.
Kingston, R.S.T., Risdon, C.J.E.,1961,Shrinkage and Density of Australian and other South-West Pacific Woods,C.S.I.R.O. Division of Forest Products Technological Paper No.13
Kloot, N.H., Bolza, E.,1961,Properties of Timbers Imported into Australia,C.S.I.R.O. Forest Products Division Technological Paper,No.12
Lavers, G.M.,1983,The Strength Properties of Timber (3rd ed. revised Moore G.L.,Forest Products Research Laboratory, Princes Risborough, Building Research,Establishment Report (formerly Bulletin No.50)
Patterson, D.,1988,Commercial Timbers of the World, 5th Edition,Gower Technical Press
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