
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
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- 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
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