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Balsam fir
Balsam fir (Abies balsamea)

Family: Pinaceae

Common names: Balsam, Balsam fir, Blister fir, Bracted balsam fir, Canadian balsam, Canadian fir, Eastern fir, Fir, Galm of gilead fir, Silver pine, White fir, White spruce

Distributed in: Canada, United States (North America)

Distribution overview: In Canada, from Newfoundland and Labrador west to northeast Alberta, then south and east to southern Manitoba. In the U.S., the species can be found in Minnesota, northeast Iowa, central Wisconsin, central Michigan, southern Ontario, New York, central Pennsylvania, Connecticut and Maine. This fir is also widely grown in Great Britain.

Common uses: Balusters, Baskets, Blinds, Boxes and crates, Building construction, Building materials, Casks, Chemical derivatives, Construction, Cooperages, Food containers, Interior construction, Ironing boards, Light construction, Millwork, Mine timbers, Moldings, Packing cases, Pallets, Paneling, Particleboard, Plywood, Pulp/Paper products, Pulpwood, Shipbuilding, Shutters, Stairworks, Stringers, Veneer, Windows

Product sources: Timber coming from Balsam fir is marketed with the spruces (Picea) in the Spruce-Pine-Fir grade.Apart from timber, Balsam fir is also the source of many secondary products. The aromatic foliage is used in Christmas trees, wreaths, and balsam pillows. Canada balsam, an aromatic oleoresin produced from swelling or resin blisters in the bark, is used for mounting specimens for microscopes and for optical cement. Foliage of Balsam fir trees are also fodder for deer and moose in the winter season.

Environment profile: Widespread

Tree size: Tree height is 20-30 m

Colors: the heart isYellow to golden-yellow to orange, Yellowish tanand the sapwoodWhite to yellow, Yellow.The grain isWeak figure, the textureUniform

Natural durability: Resistant to powder post beetles, Susceptible to insect attack

Odor: No odor, generally.

LightInduced Color Change: Darker

Kiln Schedules: UK=L US=T14C6S/T12C5S -

Drying Defects: Uneven Moisture Content, Uneven moisture content

Ease of Drying: Reconditioning Treatement

Comments: General strength properties = low

Blunting Effect: Little

Boring: Fairly easy to very easy

Carving: Fairly Easy to Very Easy

Gluing: Very good properties

Mortising: Fairly Easy to Very Easy

Moulding: Fairly Easy to Very Easy

Movement in Service: Fairly Easy to Very Easy

Nailing: Satisfactory nailing properties, Very Good to Excellent

Planing: Very Good to Excellent

Resistance to Impregnation: Resistant sapwood

Response to hand tools: Moderate working qualities

Routing recessing: Fairly Easy to Very Easy

Veneering qualities: Veneers easily, Veneers moderately easy

Screwing: Fair to Good Results, Fairly Easy to Very Easy; Turning: Fairly Easy to Very Easy

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

  • Numerical data Metric
  • Numerical data English
  • Strength properties
  • References
Item Green Dry Metric
Specific Gravity 0,27 0,23
Density 400 kg/m3
Bending Strength 370 590 kg/cm2
Crushing Strength 14 29 kg/cm2
Hardness 164 kg
Impact Strength 40 48 cm
Shearing Strength 67 kg/cm2
Stiffness 78 93 1000 kg/cm2
Tangential Shrinkage 7 %
Radial Shrinkage 2 %
Weight 400 368 kg/m3
Maximum Load 0,35 0,42 cm-kg/cm3
Toughness 109 cm-kg
Static Bending kg/cm2
Item Green Dry English
Bending Strength 5266 8404 psi
Crushing Strength 211 423 psi
Density 25 lbs/ft3
Hardness 362 lbs
Impact Strength 16 19 inches
Maximum Crushing Strength 2495 4721 psi
Shearing Strength 962 psi
Stiffness 1114 1324 1000 psi
Toughness 95 inch-lbs
Work to Maximum Load 5 6 inch-lbs/in3
Specific Gravity 0.27 0.23
Weight 25 23 lbs/ft3
Radial Shrinkage 2 %
Tangential Shrinkage 7 %
Volumetric Shrinkage 10 %

Density (dry weight) = 23-30 lbs/cu. ft. 1
Hardness (side grain) = very soft
Bending strength (MOR) = low
Shearing strength (parallel to grain) = very low
Work to Maximum Load = very low
Modulus of Elasticity (stiffness) = very low
Max. crushing strength = low
Toughness-Hammer drop (Impact Strength) = very low
Bending strength (MOR) = very low
Max. crushing strength = medium
Toughness-Hammer drop (Impact Strength) = low
Toughness (total work) = very low
Shrinkage, Tangential = moderate
Shrinkage, Radial = very small
Shearing strength (parallel to grain) = low
Max. crushing strength (stiffness) = very low
Density (dry weight) = 31-37 lbs/cu. ft.

Boone, R.S., C.J. Kozlik, P.J. Bois, E.M. Wengert. 1988. Dry Kiln Schedules for Commercial Hardwoods - Temperate and Tropical. USDA, Forest Service, General Technical Report FPL-GTR-57, Forest Products Laboratory, Madison, Wisconsin.Brown, H.P. and Panshin, A.J.,1940,Commercial Timbers of the United States Their structure, identification,,properties and uses,McGraw-Hill, LondonBrown, W.H.,1978,Timbers of the World: - No.7 North America,TRADACanadian Forestry Service. 1981.Canadian Woods - Their Properties and Uses. Third Edition. E.J. Mullins and T.S. McKnight, Editors. Published by University of Toronto Press, Toronto, Canada.Clifford, N.,1957,Timber Identification for the Builder and Architect,Leonard Hill (Books) LTD. LondonDallimore, W. and Jackson, A. Bruce,1966,A Handbook of Coniferae and Ginkgoaceae Fourth Ed. Revised by S.G.,Harrison,Edward Arnold (Publishers) Ltd. LondonForest Products Research Laboratory U.K.,1957,A Handbook of Softwoods,Department of Scientific and Industrial Research Forest Products Research,HMSOI.U.F.R.O.,1973,Veneer Species of the World,Assembled at F.P.L. Madison on behalf of I.U.F.R.O. Working Party on,Slicing and Veneer CuttingKloot, N. H. and E. Bolza.1961.Properties of Timber Imported into Australia.Technological Paper No. 12.Division of Forest Products, Commonwealth Scientific and Industrial Organization, Melbourne, Australia.Kloot, N.H., Bolza, E.,1961,Properties of Timbers Imported into Australia,C.S.I.R.O. Forest Products Division Technological Paper,No.12Lavers, 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)Little, E.L.1980.The Audubon Society Field Guide to North American Trees - Eastern Region.Published by Alfred A. Knopf, New York.Markwardt, L.J., Wilson, T.R.C.,1935,Strength and related properties of woods grown in the United States,U.S.A. Department of Agriculture Technical Bulletin,No.479Mullins, E.J. and McKnight, T.S.,1981,Canadian Woods Their Properties and Uses,University of Toronto Press 3rd EditionPanshin, A.J. and C. deZeeuw. Textbook of Wood Technology. McGraw-Hill Series in Forest Resources. McGraw-Hill Book Company, New York.Pardy, A.A.,1951,Notes on Indigenous Trees and Shrubs of S. Rhodesia - Brachystegia,spiciformis,Ministry of Agriculture and Lands S. Rhodesia Bulletin,No.1604Patterson, D.,1988,Commercial Timbers of the World, 5th Edition,Gower Technical PressRedding, L.W.,1971,Resistance of Timbers to Impregnation with Creosote,Forest Products Research Laboratory, Princes Risborough, Building Research,Establishment Bulletin No.54 pp.43Sonderman, D.L.,1970,American Woods - Balsam Fir (Abies balsamea,USDA, Forest Service American Woods FS-234Titmuss, F.H.,1965,Commercial Timbers of the World,Technical Press Ltd., London, 3rd editionU.S.D.A. Forest Service,1974,Wood Handbook,U.S.A. Department of Agriculture, Forest Service Handbook,72USDA. 1987. Wood Handbook:Wood as an Engineering Material. Agriculture Handbook No. 72. United States Department of Agriculture, Forest Service, Madison, Wisconsin.USDA. 1988. Dry Kiln Operators Manual, Preliminary Copy. Forest Service, Forest Products Laboratory, Madison, Wisconsin.
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