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Blunting Effect
Comments
Common Names
Common Uses
Countries of Distribution
Drying Defects
Ease of Drying
Family Name
Gluing
Grain
Heartwood Color
Kiln Schedules
Light-Induced Color Change
Luster
Movement in Service
Nailing
Natural Durability
Numerical Data
Painting
Planing
Polishing
References
Regions of Distribution
Resistance to Impregnation
Response to Hand Tools
Sapwood Color
Scientific Name
Screwing
Staining
Steam Bending
Strength Properties
Synonyms
Texture
Trade Name
Tree Size
Turning
Veneering Qualities
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Synonyms
Nothofagus Alpina, Nothofagus nervosa
Common Names
Anis, Antartic beech, Cedro del sur, Chilean beech, Coigue, Coihue, Coyan, Hualo, Lengue, Nire, Rauli, Roble, Roble ruili, South American beech
Regions of Distribution
Latin America
Countries of Distribution
[VIEW MAP]
Argentina, Chile
Common Uses
Boat building (general), Boat building: planking, Boxes and crates, Cabinetmaking, Cooperages, Door, Flooring, Furniture, Joinery (external): ground contact, Joinery, Light construction, Mathematical instruments, Millwork, Moldings, Musical instruments, Plywood, Railroad ties, Turnery, Vats, Vehicle parts, Veneer
Heartwood Color
| White |
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| Brown |
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| Yellow |
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| Red |
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| Green/grey |
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| Orange |
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| Reddish brown |
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| Red |
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| Pale red to pink |
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| Brown |
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Sapwood Color
| White |
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| Yellow |
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| Brown |
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| Red |
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| Same as heartwood |
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| White to yellow |
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| Pinkish |
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Grain
| Straight |
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| Even |
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| Figure |
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| Weak (figure) |
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Texture
| Medium |
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| Fine |
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| Fine to medium |
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Luster
| Medium |
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| Low |
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| Dull |
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| Slightly lustrous |
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Natural Durability
| Durable |
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| Perishable |
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| Moderately durable |
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| Non-durable |
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| Resistant to termites |
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| Non-resistant to powder post beetles |
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| Susceptible to insect attack |
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| Durable |
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| Susceptible to attack from powder post (Lyctid & Bostrychid) beetles |
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| Moderately durable |
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| Susceptible to marine borer attack |
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| Susceptible to attack from termites (Isoptera) |
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Light-Induced Color Change
Kiln Schedules
| Dry at a slow speed |
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| UK=E US=T6D2/T3D1 Fr=5 |
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| UK=B US=T2C2/T2C1 Fr=2 |
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Drying Defects
| Severe collapse and honeycomb |
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Ease of Drying
Tree Size
| Tree height is 30-40 m |
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| Tree height is 20-30 m |
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| Bole length is 10-20 m |
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| Bark width is 5-10 mm |
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| Bark width is 10-15 mm |
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| Bole length is 20-30 m |
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| Sapwood width is 0-5 cm |
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| Bark width is 15-20 mm |
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| Bark width is 0-5 mm |
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| Trunk diameter is 100-150 cm |
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Comments
General finishing qualities are rated as good
Blunting Effect
| Blunting effect on machining is slight |
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Gluing
| Fairly Easy to Very Easy |
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| Easy to glue |
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| Moderate gluing properties |
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Movement in Service
| Excellent Stability - Small Movement |
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| Stable |
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| Small |
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Nailing
| Fair to Good Results |
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| Very Good to Excellent Results |
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| Easy to nail |
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Planing
| Fair to Good Results |
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| Very Good to Excellent Results |
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Resistance to Impregnation
| Heartwood is moderately resistant |
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| Sapwood is permeable |
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| Sapwood is moderately resistant |
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| Heartwood is resistant |
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Response to Hand Tools
| Easy to Work |
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| Easy to machine |
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| Moderate working qualities |
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Screwing
Turning
| Fairly Easy to Very Easy |
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| Fair to Good Results |
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| Fairly Difficult to Very Difficult |
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Veneering Qualities
| Suitable for peeling |
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| Suitable for slicing |
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| Veneers moderately easy |
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| Veneers easily |
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| Difficult to veneer |
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| There is slight to moderate drying degrade and the potential for buckles and splits |
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| Suitable for peeling |
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| Easy to cut |
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| Bolt preparation requires steaming |
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Steam Bending
Painting
| Fair to Good Results |
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| Very Good to Excellent Results |
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Polishing
| Good results |
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| Satisfactory results |
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Staining
| Fair to Good Results |
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| Very Good to Excellent Results |
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| Finish is generally good |
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| Finish is generally satisfactory |
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Strength Properties
| Density (dry weight) = 31-37 lbs/cu. ft. |
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| Max. crushing strength = medium |
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| Modulus of Elasticity (stiffness) = very low |
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| Bending strength (MOR) = medium |
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| Hardness (side grain) = soft |
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| Density (dry weight) = 38-45 lbs/cu. ft. |
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| Modulus of Elasticity (stiffness) = low |
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| Shrinkage, Tangential = moderate |
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| Shrinkage, Radial = small |
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| Shearing strength (parallel to grain) = medium |
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| Bending strength (MOR) = low |
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| Work to Maximum Load = low |
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| Toughness (total work) = low |
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| Shearing strength (parallel to grain) = low |
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| Modulus of Elasticity (stiffness) = medium |
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| Max. crushing strength = low |
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| Max. crushing strength = high |
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| Density (dry weight) = 23-30 lbs/cu. ft. |
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| Bending strength (MOR) = high |
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Numerical Data
| Item | Green | Dry | English |
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| Bending Strength | 9043 | 14120 | psi |
| Density | | 33 | lbs/ft3 |
| Hardness | | 995 | lbs |
| Maximum Crushing Strength | 4067 | 6531 | psi |
| Shearing Strength | | 1989 | psi |
| Stiffness | 1202 | 1401 | 1000 psi |
| Toughness | | 167 | inch-lbs |
| Work to Maximum Load | 9 | 12 | inch-lbs/in3 |
| Weight | 32 | 26 | lbs/ft3 |
| Radial Shrinkage | 3 | | % |
| Tangential Shrinkage | 7 | | % |
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| Item | Green | Dry | Metric |
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| Bending Strength | 635 | 992 | kg/cm2 |
| Density | | 528 | kg/m3 |
| Hardness | | 451 | kg |
| Maximum Crushing Strength | 285 | 459 | kg/cm2 |
| Shearing Strength | | 139 | kg/cm2 |
| Stiffness | 84 | 98 | 1000 kg/cm2 |
| Toughness | | 192 | cm-kg |
| Work to Maximum Load | 0.63 | 0.84 | cm-kg/cm3 |
| Weight | 512 | 416 | kg/m3 |
| Radial Shrinkage | 3 | | % |
References
Berni, C.A., Bolza, E., Christensen, F.J.,1979,South American Timbers - The Characteristics, Properties and Uses of 190,Species,C.S.I.R.O Div. Building Research
Brown, W.H.,1978,Timbers of the World, No. 2 South America,TRADA, Red Booklet Series
Chudnoff, M.,1984,Tropical Timbers of the World,U.S.A. Department of Agriculture, Forest Service, Forest Products,Laboratory, Madison.
Farmer, R.H.,1972,Handbook of Hardwoods,HMSO
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
France - C.T.F.T./C.T.B.,1982,Guide pour le Choix des Essences Deroulables-pour la fabrication du,contreplaque,C.T.F.T./C.T.B. France
Howard, A.L.,1948,A Manual of Timbers of the World.,Macmillan & Co. Ltd. London 3rd ed.
Kukachka, B.F.,1970,Properties of Imported Tropical Woods,Forest Research Paper FPL 125
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
Record, S.J., Hess, R.W.,1943,Timbers of the New World,Yale University Press
Rendle, B.J.,1969,World Timbers (3 Vols.,Ernest Benn Ltd. London
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
Timber Development Association,1948,Some New Timbers and Their Uses No. 34,Timber Development Association Limited, London [TRADA]
Tortorelli, L.,1956,Maderas y Bosques Argentinos,Editorial Acme S.A.C.I. Buenos Aires
Woods, R.P.,1949,Timbers of South America,TRADA, Red Booklet Series
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