Wood inspector

Sei in: home » database dei legni
  • Decrease font size
  • Default character size
  • Encrease font size


Fornitori

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

Sito web: www.pippo.it
E-mail: 

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

Sito web: www.pippo.it
E-mail: 

Ditta 3
Indirizzo: via dei platani 4 liguria
Tel.: +39 456 5664 54

Sito web: www.pippo.it
E-mail: 

Ditta 2
Indirizzo: via dei platani 4 liguria
Tel.: +39 456 5664 54

Sito web: www.pippo.it
E-mail: 

Ditta 1
Indirizzo: via dei platani 4 liguria
Tel.: +39 456 5664 54

Sito web: www.pippo.it
E-mail: 

Ditta 0
Indirizzo: via dei platani 4 liguria
Tel.: +39 456 5664 54

Sito web: www.pippo.it
E-mail: 

Contatti

database dei legni


Ask informationsPrint pageSend to a friend
Eastern hemlockEastern hemlock
Eastern hemlock (Tsuga canadensis)

Family: Pinaceae

Common names: American hemlock, Canada hemlock, Canadian hemlock, Common hemlock, Eastern hemlock, Hemlock, Hemlock spruce, Spruce pine, White hemlock

Distributed in: Canada, United States (North America)

Distribution overview: Eastern hemlock occurs in Canada, from Nova Scotia to southwestern Ontario. In the United States it is distributed in Alabama, Connecticut, Delaware, Georgia, Kentucky, Massachusetts, Maryland, Maine, Michigan, North Carolina, Great Smoky Mountain National Park, Minnesota, New Hampshire, New Jersey, New York, Ohio, Pennsylvania, Rhode Island, South Carolina, Tennessee, Virginia, Vermont, Indiana, Wisconsin, and West Virginia. The tree grows in acid soils in moist cool valleys and rock outcrops, particularly north-facing bluffs. It is often found in pure stands.

Common uses: Agricultural implements, Beams, Boxes and crates, Building construction, Building materials, Cabin construction, Casks, Concrete formwork, Construction, Decks, Domestic flooring, Factory construction, Factory flooring, Flooring, Form work, Foundation posts, Framing, Heavy construction, Joinery, Joists, Light construction, Millwork, Packing cases, Pallets, Piling, Plywood, Poles, Porch columns, Pulp/Paper products, Pulpwood, Rafters, Railroad cars, Railroad ties, Roofing, Rough construction, Shakes, Shingles, Siding, Sub-flooring, Toys, Vehicle parts

Product sources: Supplies of hemlock in the United States and Canada are, however, excellent. The wood compares favorably with Lodgepine pine (Pinus contorta) for certain applications, but costs about half the price of lodgepole pine.

Environment profile: May be rare in some parts of its range

Tree size: Tree height is greater than 70 m

Colors: the heart isWhite to cream, Yellow to golden-yellow to orangeand the sapwoodRed, Same as heartwood.The grain isTwisted, the textureMedium coarse to coarse

Natural durability: Susceptible to attack from termites (Isoptera), Very little natural resistance

Odor: No specific taste

Kiln Schedules: T12 - C4 (4/4); T11 - C3 (8/4) US

Drying Defects: Severe twisting/warping Wetwood and compression wood may cause degrades such as, uneven moisture content, warp, and ring shakes during drying.

Ease of Drying: Rapidly

Gluing: Fairly Easy to Very Easy

Nailing: Holds satisfactorily, Tends to split during nailing

Planing: Planes to a poor finish

Resistance to Impregnation: Heartwood is resistant

Resistance to Splitting: Poor

Response to hand tools: Poor machining qualities

Veneering qualities: Diifficult to veneer, Drying degrade is often moderate to severe, with collapse, buckles, and splilts


Painting: Satisfactory; Staining: Finish is generally good ;

  • Numerical data Metric
  • Numerical data English
  • Strength properties
  • References
Item Green Dry Metric
Specific Gravity 0,37 0,39
Density 416 kg/m3
Bending Strength 418 612 kg/cm2
Crushing Strength 26 44 kg/cm2
Hardness 186 kg
Impact Strength 55 45 cm
Shearing Strength 68 kg/cm2
Stiffness 76 85 1000 kg/cm2
Tangential Shrinkage 6 %
Radial Shrinkage 2 %
Weight 416 368 kg/m3
Maximum Load 0,42 0,49 cm-kg/cm3
Toughness cm-kg
Static Bending 241 399 kg/cm2
Item Green Dry English
Bending Strength 5958 8706 psi
Crushing Strength 372 627 psi
Density 26 lbs/ft3
Hardness 412 lbs
Impact Strength 22 18 inches
Maximum Crushing Strength 3359 5720 psi
Shearing Strength 980 psi
Static Bending 3430 5684 psi
Stiffness 1081 1216 1000 psi
Work to Maximum Load 6 7 inch-lbs/in3
Specific Gravity 0.37 0.39
Weight 26 23 lbs/ft3
Radial Shrinkage 2 %
Tangential Shrinkage 6 %
Volumetric Shrinkage 10 %

Density (dry weight) = 23-30 lbs/cu. ft.
Work to Maximum Load = very low
Modulus of Elasticity (stiffness) = very low
Max. crushing strength = medium
Hardness (side grain) = very soft
Bending strength (MOR) = low
Shrinkage, Radial = very small
Shearing strength (parallel to grain) = very low
Shrinkage, Tangential = very small
Shrinkage, Tangential = moderate
Max. crushing strength = low
Density (dry weight) = 31-37 lbs/cu. ft.
Bending strength (MOR) = very low
Hemlock is described as one of the hardest softwoods, and is usually available in long clear lengths. Compared to Western hemlock, Eastern hemlock is brashy and brittle, and does not respond as well to machining operations

Boone, R.S., C.J. Kozlik, P.J. Bois and E.M. Wengert. 1988. Dry Kiln Schedules for Commercial Woods: Temperate and Tropical. United States Department of Agriculture, Forest Service, Forest Products Laboratory, General Technical Report FPL-GTR-57, Madison, Wisconsin.Brisbin, R.L.,1970,American Woods - Eastern Hemlock,USDA, Forest Service American Woods FS-239Brown, 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.Dallimore, 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.,1945,A Handbook of Empire Timbers,Department of Scientific and Industrial Research Forest Products ResearchHoward, A.L.,1948,A Manual of Timbers of the World.,Macmillan & Co. Ltd. London 3rd ed.I.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 CuttingKaiser, J. 1990. Wood of the Month - Hemlock: The Hardworking Softwood. Wood of the Month Annual, Supplement to Wood and Wood Products, September, 1990. Page 12A.Little, E.L.1980.The Audubon Society Field Guide to North American Trees - Eastern Region.Published by Arthur 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. 1980. Textbook of Wood Technology, 4th Edition. McGraw-Hill Series in Forest Resources. McGraw-Hill Book Company, New York.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 PressTitmuss, 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, Forest Service, Agriculture Handbook No. 72, Forest Products Laboratory, Madison, Wisconsin.USDA. 1988. Dry Kiln Operators Manual, Preliminary Copy. Forest Service, Forest Products Laboratory, Madison, Wisconsin.Wolcott, G.N.,1950,An Index to the Termite Resistance of Woods,Agricultural Experimental Station, University of Puerto Rico Bulletin,No.85
*Come interpretare i dati (manleva su eventuali imprecisioni)