Products Graded for Structural Applications
Structural Products
When architects and engineers look for the best in structural timber, their first choice is often Douglas fir. It is universally recognized for its superior strength-to-weight ratio. It also provides excellent nail-holding and fastening capability that is documented with a superior performance record against wind, storms and earthquakes.
In strength properties, Douglas fir has the highest ratings of any western softwood for extreme fiber stress in bending; tension parallel-to-grain; horizontal sheer; compression perpendicular-to-grain and compression parallel-to-grain.
It also has the highest modulus of elasticity (E) values of all North American softwood species.
E is the ratio of the amount a piece of timber will deflect in proportion to an applied load.
This reflection of stiffness is one of the most important considerations in the design of floors and other
horizontal systems. Douglas fir is often selected for four- and five-storey timber frame buildings.
Because of its physical working properties, as well as the moderate durability of its heartwood, and its excellent dimensional stability, all combine to provide the reasons why many builders worldwide prefer Douglas fir for framing timbers. It is truly the ideal, general-purpose softwood species for timber framing in residential, light commercial, multi-storey and industrial construction, and for structural formwork applications. Douglas fir products are also available preservative pressure treated for in-ground and ground-contact installations.
U.S. Dimension Timber:
Nominal sizes: 2" through 4" thick by 2" through 4" wide
(Surfaced Dry - 38 through 89 mm thick x 38 through 89 mm wide)
(Surfaced Green - 40 through 90 mm thick x 40 through 90 mm wide)
Structural Light Framing grades - for highest-strength engineered systems, trusses and multi-storey projects.
Light Framing grades - for routine framing in walls, plates, sills, cripples, blocking, etc.
Nominal sizes: 2" through 4" thick x 2" through 14" wide
(Surfaced Dry - 38 through 89 mm thick x 38 through 337 mm wide)
(Surfaced Green - 40 through 90 mm thick x 40 through 343 mm wide)
STUD grade: Intended for vertical-use applications, ideal for wall framing.
Nominal sizes: 2" to 4" thick by 5" and wider
(Surfaced Dry - 38 through 89 mm thick x 38 through 337 mm wide)
(Surfaced Green - 40 through 90 mm thick x 127 mm and wider)
Structural Joist and Plank grades - Intended to fit engineering applications such as floor and ceiling joists, roof rafters, headers, beams, trusses and general framing.
Special Dimension Timber
Machine Stress-Rated (MSR) timber - mechanically assessed for strength and connection capabilities, used for trusses and other engineered applications.
Structural-Glued timber – end- or finger-jointed; interchangeable with solid sawn dimension timber of the same grade and size; accepted for use under all U.S. Model Building Codes.
Structural Decking/Subflooring
Nominal sizes: 2" through 4" thick x 4" and wider
(Surfaced “DRY or MC 15” only- 38 through 89 mm thick x 89 mm and wider)
Primarily an industrial or commercial roof and flooring product. Also known as “roof decking.” Not intended for outdoor, backyard decks. Standard patterns, in 38 mm, 64 mm and 89 mm tongue-and-groove widths, available with “V” or rounded edges and other patterns to meet discriminating architectural requirements. Two grades available (WCLIB and WWPA Rules). Manufactured at 19% (S-DRY or KD) and 15% (MC15 or KD15) moisture content. Factory floors, manufactured from Douglas fir decking, result in a smooth, even surface; resist cracking and splintering under heavy, continuous use.
Large Sizes
Douglas fir is one of the few species available in large sizes from managed timberlands. While these products may be specified S-DRY, often they are shipped unseasoned, rough cut or surfaced on four sides (S4S). They are best known for their tough fiber, dense grain structure and strength. These “Heavy Timber” sections have the added benefit of excellent fire ratings that comply with U.S. and other countries’ Model Building Codes.
Beams & Stringers - nominal 5" and thicker (125 mm nominal) with a width more than 2" (50 mm nominal) greater than thickness.
Posts & Timbers - nominal 5" x 5" nominal (125 x 125 mm nominal) and larger with a width not more than 2" (50 mm nominal) greater than thickness.
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