Red river gum (Eucalyptus rostrata)
Family: Myrtaceae
Common names: Murray red gum, Queensland blue gum, Red gum, Red river gum, River gum, River red gum, Rostrata gom, Rostrata gum, Rostrata-gom
Distributed in: Australia, Bangladesh, Congo, India, Israel, Morocco, South Africa, Thailand (Africa, Oceania and S.E. Asia)
Distribution overview: Grows mainly on river banks, reaching its best development along the Murray River in New South Wales and Victoria in Australia. It is also widely distributed throughout south Australia and Queensland.
Common uses: Agricultural implements, Beams, Boat building (general), Boxes and crates, Bridge construction, Building construction, Cabin construction, Cabinetmaking, Charcoal, Concrete formwork, Construction, Decks, Domestic flooring, Factory construction, Factory flooring, Flooring, Flooring: commercial heavy traffic, Flooring: industrial heavy traffic, Form work, Foundation posts, Framing, Fuelwood, Furniture, Handles: general, Heavy construction, Interior construction, Joinery (external): ground contact, Joinery, Joists, Ladders, Light construction, Mine timbers, Paneling, Parquet flooring, Pile-driver cushions, Piling, Plywood, Porch columns, Posts, Railroad ties, Rough construction, Shipbuilding, Sporting Goods, Stairrails, Stairworks, Stringers, Sub-flooring, Tool handles, Toys, Turnery, Vehicle parts, Veneer, Wharf construction, Wheels
Environment profile: Status has not been officially assessed
Tree size: Tree height is 20-30 m
Colors: the heart isRed, Reddish brownand the sapwoodClearly differentiated from the heartwood, Different than heartwood.The grain isStraight, the textureUniformand the lusterLow
Natural durability: Resistant to attack from termites (Isoptera), Susceptible to attack from powder post (Lyctid & Bostrychid) beetles
Odor: No specific smell or taste
Kiln Schedules: Dry at a slow speed
Drying Defects: Slight surface checking, Splitting
Ease of Drying: Thick Stock Requires Care
Tree Identification: Bole/stem form is misshapen
Blunting Effect: Blunting effect on machining is moderate
Boring: Use very sharp cutting edges to prevent grain from tearing
Carving: Poor results
Cutting Resistance: Presence of gum
Gluing: May require surface treatment for best results
Mortising: Fairly Easy to Very Easy
Moulding: Fairly Easy to Very Easy
Movement in Service: Fairly Easy to Very Easy
Nailing: Pre-Boring Recommended, Pre-boring recommended
Planing: Very sharp cutting edges are required to produce a smooth surface
Resistance to Impregnation: Sapwood is permeable
Response to hand tools: Responds rather poorly to hand tools
Routing recessing: Fairly Easy to Very Easy
Sanding: Satisfactory
Steam bending: Moderate
Gum exudation is reported to prevent the use of the timber for steam bending
Screwing: Good screw holding properties, Pre-boring recommended; Turning: Very Good to Excellent Results
Polishing: Satisfactory;
- Numerical data Metric
- Numerical data English
- Strength properties
- References
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Item |
Green |
Dry |
Metric |
Specific Gravity |
0,63 |
0,74 |
|
Density |
|
849 |
kg/m3 |
Bending Strength |
592 |
932 |
kg/cm2 |
Crushing Strength |
73 |
114 |
kg/cm2 |
Hardness |
|
821 |
kg |
Impact Strength |
|
|
cm |
Shearing Strength |
|
140 |
kg/cm2 |
Stiffness |
93 |
114 |
1000 kg/cm2 |
Tangential Shrinkage |
|
|
% |
Radial Shrinkage |
5 |
|
% |
Weight |
833 |
689 |
kg/m3 |
Maximum Load |
|
|
cm-kg/cm3 |
Toughness |
|
105 |
cm-kg |
Static Bending |
370 |
598 |
kg/cm2 |
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| | | | Item | Green | Dry | English | Bending Strength | 8432 | 13256 | psi | Crushing Strength | 1049 | 1627 | psi | Density | | 53 | lbs/ft3 | Hardness | | 1812 | lbs | Maximum Crushing Strength | 4966 | 7858 | psi | Shearing Strength | | 1997 | psi | Static Bending | 5272 | 8516 | psi | Stiffness | 1332 | 1635 | 1000 psi | Toughness | | 92 | inch-lbs | Specific Gravity | 0.63 | 0.74 | | Weight | 52 | 43 | lbs/ft3 | Radial Shrinkage | 5 | | % | Tangential Shrinkage | 8 | | % | |
Shrinkage, Radial = moderate Shrinkage, Radial = fairly large Density (dry weight) = 53-60 Shearing strength (parallel to grain) = medium Shearing strength (parallel to grain) = low Modulus of Elasticity (stiffness) = low Bending strength (MOR) = low Shrinkage, Tangential = moderate Shrinkage, Tangential = large Shrinkage, Tangential = fairly large Shearing strength (parallel to grain) = very low Max. crushing strength = high Bending strength (MOR) = medium Modulus of Elasticity (stiffness) = very low Density (dry weight) = 46-52 lbs/cu. ft.
Australia - N.S.W. Forestry Commission,1988,Furniture Timbers of New South Wales,Forest Commission, N.S.W., Aust. Tech. Publication No.1Banks, 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 ResearchBolza, E., Kloot, N. H. 1963. The Mechanical Properties of 174 Australian Timbers. Technological Paper No. 25. Division of Forest Products, Center for Scientific and Industrial Organization (CSIRO, Melbourne, Australia.Hillis, W.E. and A.G. Brown, Editors. 1984. Eucalyptus for Wood Production. Commonwealth Scientific and Industrial Research Organization, Academic Press, Australia.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,1Lincoln, W.A. 1986. World Woods in Color. Linden Publishing Co. Inc., Fresno, California.Sattar, M.A. and Bhattacharjee, D.K.,1990,Physical and Mechanical Properties of Eucalyptus camaldulensis,Bangladesh Forest Research Institute, Chitttagong, Bulletin 12 Timber,Physics SeriesScott, M.H.,1935,Weights of South African Growth Timbers,South African Department of Agriculture and Forestry Bulletin,No.145,Forest Products Institute, Forestry Series No.1Scott, M.H.,1953,Utilisation Notes on South African Timbers,South African Forestry Department Bulletin No.36Shukla, N.K. and Rajput, S.S.,1983,Physical and Mechanical Properties of Eucalypts grown in India,Indian Forester 109(112) 933-43Takahashi, A.,1978,Compilation of Data on the Mechanical Properties of Foreign Woods (Part,III) Africa,Shimane University, Japan, Research Report on Foreign Wood No. 7The Australian Timber Journal & Building Products, Merchandiser,1969,Timber Durability and Preservation,Supplement to Australian Timber Journal 35(4) Tech. Timb. Guide No.8Wallis, N.K. 1956. Australian Timber Handbook. Sponsored by The Timber Development Association of Australia. Angus & Robertson, Ltd., 89 Castlereagh Street, Sydney, Australia.Yoji Kikata (ed.,1991,The promotion of Lesser-known Species and Plantation-grown species,Proceedings of the International Forest Products Workshop, 14 to 15,October, 1991, Nagoya University, Japan
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