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

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Ditta 4
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Ditta 3
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Ditta 2
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Ditta 1
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Ditta 0
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Anis
Anis (Nothofagus procera)

Family: Fagaceae

Common names: Anis, Antartic beech, Cedro del sur, Chilean beech, Coigue, Coihue, Coyan, Hualo, Lengue, Nire, Rauli, Roble, Roble ruili, South American beech

Distributed in: Argentina, Chile (Latin America)

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

Tree size: Trunk diameter is 100-150 cm

Colors: the heart isWhite, Yellowand the sapwoodWhite to yellow, Yellow.The grain isWeak figure, the textureMediumand the lusterSlightly lustrous

Natural durability: Susceptible to insect attack, Susceptible to marine borer attack

LightInduced Color Change: Darker

Kiln Schedules: UK=E US=T6D2/T3D1 Fr=5

Drying Defects: Severe collapse and honeycomb

Ease of Drying: Moderate

Comments: General finishing qualities are rated as good

Blunting Effect: Blunting effect on machining is slight

Gluing: Moderate gluing properties

Nailing: Fair to Good , Very Good to Excellent

Planing: Very Good to Excellent

Resistance to Impregnation: Sapwood is permeable

Response to hand tools: Moderate working qualities

Veneering qualities: Veneers easily, Veneers moderately easy

Steam bending: Moderate

Screwing: Easy to screw ; Turning: Fairly Easy to Very Easy

Painting: Very Good to Excellent; Polishing: Satisfactory; Staining: Very Good to Excellent;

  • Numerical data Metric
  • Numerical data English
  • Strength properties
  • References
Item Green Dry Metric
Specific Gravity
Density 528 kg/m3
Bending Strength 635 992 kg/cm2
Crushing Strength 285 459 kg/cm2
Hardness 451 kg
Impact Strength cm
Shearing Strength 139 kg/cm2
Stiffness 84 98 1000 kg/cm2
Tangential Shrinkage %
Radial Shrinkage 3 %
Weight 512 416 kg/m3
Maximum Load 0,63 0,84 cm-kg/cm3
Toughness 192 cm-kg
Static Bending kg/cm2
Item Green Dry English
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 %

Density (dry weight) = 31-37 lbs/cu. ft. 0
Max. crushing strength = medium
Modulus of Elasticity (stiffness) = very low
Bending strength (MOR) = medium
Hardness (side grain) = soft
Density (dry weight) = 38-45 lbs/cu. ft.
Modulus of Elasticity (stiffness) = low
Shrinkage, Tangential = moderate
Shrinkage, Radial = small
Shearing strength (parallel to grain) = medium
Bending strength (MOR) = low
Work to Maximum Load = low
Toughness (total work) = low
Shearing strength (parallel to grain) = low
Modulus of Elasticity (stiffness) = medium
Max. crushing strength = low
Max. crushing strength = high
Density (dry weight) = 23-30 lbs/cu. ft.
Bending strength (MOR) = high

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 ResearchBrown, W.H.,1978,Timbers of the World, No. 2 South America,TRADA, Red Booklet SeriesChudnoff, 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,HMSOForests Products Research Laboratory, U.K.,1956,A Handbook of Hardwoods,Forest Products Research Laboratory, Princes Risborough, Department of,Science and Industrial Research, Building Research EstablishmentFrance - 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. FranceHoward, 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 125Lavers, 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 PressRecord, S.J., Hess, R.W.,1943,Timbers of the New World,Yale University PressRendle, B.J.,1969,World Timbers (3 Vols.,Ernest Benn Ltd. LondonTakahashi, 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.4Timber 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 AiresWoods, R.P.,1949,Timbers of South America,TRADA, Red Booklet Series
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