CA2133776C - Fabricated wooden beam with multiple web members - Google Patents

Fabricated wooden beam with multiple web members

Info

Publication number
CA2133776C
CA2133776C CA 2133776 CA2133776A CA2133776C CA 2133776 C CA2133776 C CA 2133776C CA 2133776 CA2133776 CA 2133776 CA 2133776 A CA2133776 A CA 2133776A CA 2133776 C CA2133776 C CA 2133776C
Authority
CA
Canada
Prior art keywords
face
web
chord
tenon
members
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CA 2133776
Other languages
French (fr)
Other versions
CA2133776A1 (en
Inventor
Ronald Bergeron
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Industries Maibec Inc
Original Assignee
Ronald Bergeron
Charpentes Maibec Inc.
Industries Maibec Inc.
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Ronald Bergeron, Charpentes Maibec Inc., Industries Maibec Inc. filed Critical Ronald Bergeron
Priority to CA 2133776 priority Critical patent/CA2133776C/en
Publication of CA2133776A1 publication Critical patent/CA2133776A1/en
Application granted granted Critical
Publication of CA2133776C publication Critical patent/CA2133776C/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/12Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/127Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with hollow cross section
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures

Abstract

This invention relates to a wooden beam built up of two chord members separated by two web members forming a rectangle with the chord members. The chord and web members may be made of solid wood, Oriented Strand Board (OSB) Laminated Veneer Lumber (LVL), Waferboard or Veneer. The wooden beam is made of upper and lower chord members and two planar web members all interconnected by means of mechanical and adhesive secured joints. The overall outline of the section shape of the fabricated wooden beam is similar to standard lumber and can be made to fit the same standard dimensions available on the market or any other dimension, allowing for easy assembly with existing apparels and equipment. Chord members are extended by a finger jointing method; longitudinally extending grooves are provided on each side of a chord member, near an edge. Web members have their ends provided with a tongue shaped as to substantially fit in the chord members grooves.

Description

. 2 1 3 3 7 7 6 TITLE: Fabricated wooden beam with multiple web members TECHNICAL FIELD
This invention relates generally to lumber utilised in construction and to derivatives of the forestry industry. It also relates to more specific 5 construction elements such as joists, girders, rafters and trusses.
PRIOR ART
The traditional wood beam was made in one piece cut from large trees in appropriate size and length. That required a population of large trees in which the lumber would be cut, and the quality and strength would 10 largely vary in fonction of the quality of the trees.
Through the years longer and stronger beams have been required and the available trees have decreased in population and size. The costs of sawn lumber has raised and high quality wood required for large beams has become scarce. Many solutions have been brought up over the years to 15 make beams with smaller trees or other less expensive and more available wood products keeping in mind the need for higher requirements on the market. Fabricated beams allow for a more efficient design in the utilisation of raw materials for a given strength beam. It saves wood, reduces transportation cost and facilitates the 20 erection of wooden structures.
In construction, joists, rafters, girders and trusses generally support loads applied in one direction, thus allowing for a fabricated beam design that would support compressive and tension loads generated in its chord members by such a load. It is seen that two or more joists 25 would be installed side by side to give stronger support to a structure at a given point. It is then more desirable to have a rectangular section shaped beam, to keep the proximity of the two beams to a minimum and facilitate their binding to one an other. The present invention relates to both principles of compression-tension in the chord members and while 30 providing a rectangular section for ease of installation side by side.
1 b 1 u8344 .doc 1 9 oct. 95 ~ 213377 6 _ Wooden beams and wooden I-beams of this general type are disclosed more extensively in the following patents:
US 4,967,534 Lines, 1990 Nov. 06, Chord members are rectangular and horizontal, with a single groove made in larger side of the rectangular 5 section; a web is provided with a necked down end to be matched by a matching design in the groove. The web may be made of stratified wood .
US 4,195,462 Keller, 1980 April 01, A web may be made of glued particles of wood and having four shaped ends interlocking in a chord.
lO US 4.241.133 Lund, 1980 Dec. 23, A composite wood material is used to form I beams with flakes having a grain direction parallel to a longitudinal axis with length to width ratio of 4:1 to lO:l.
CA 1,067,272 Casselbrant, 1979, Dec. 04, Illustrates a beam made according to a glued wood chip fabricating method.
15 CA 1,279,972 Lines, 1991, Feb. 12, Refers to the same system as US
4,967,534 above.
These patents are listed as exemples only.
More should be said on the effect of weather on some types of wooden materials for example: solid webs may be made of wood chips, which 20 are cheap but not suitable for situations where no protection against weather exists. I am mainly concerned with materials utilised in construction and having some protection against direct weather effects.
A high degree of shape stability had to be attained, such as for the acceptance of a pinpoint load at any position along a beam, The 25 generally high cost of manufacturing had to be lowered.
Improvements came with the arrival of a several wood layer web into which adjacent layer fibres are perpendicular in direction and the web is connected over its entire length by a tongued connection into a chord member made of whole timber. The arrival on the market of particulate 30 pannels has been beneficial to the industry and a common method of Iblu8344.doc 2 1 9 oct. 95 ~2 t33 77 ~

jointing comprises a tongue particulate web into a chord. Other attempts were made to improve the idea, such as wooden webs made of oriented fibres connected to a high quality wood chord member, making the product more expensive but not necessarily more technically 5 advanced. With today's technologies it has been possible to put together a structural beam that will have good shape stability and higher bending resistance. It is desired in the following lines to describe a new type of fabricated beam structure that improves the stability and strength and that can be manufactured at low cost.

It is a primary object of the present invention to provide a fabricated wooden beam with the properties and advantages of a fabricated wooden I beam but with similar dimensions as a standard lumber beam utilised for joist, girder, rafter and truss, thus not requiring any different 15 assembly technique and/or dimensioning requirement.
One of the principal objects of the present invention is to provide a wooden fabricated beam constructed from smaller lumber and other derivative wood products such as Oriented Strand Board (OSB) and Laminated Veneer Lumber (LVL) allowing for simplicity of fabricated 20 wooden beam structure and low manufacturing cost.
It is another object of the present invention to provide a joint between web members and chord members which permits use of a standard adhesive accepted by the different regulating agencies.
It is another object of the present invention to provide a better load 25 transfer from an upper chord member to a lower chord member through a multiple web design assembly, thus reducing any loss of strength caused by the elasticity of web member fibres.
It is another object of the present invention to provide a fabricated wooden beam which may be produced in a continuous or non-continuous 30 assembly process and maintain high strength consistency.
Iblu8344.doc 3 1 9 oct. 95 ~21~377 6 It is still another object of the present invention to provide a wooden beam manufactured as joists, which may be utilised in diverse design configurations to complete a wide variety of structural applications.
SUMMARY OF THE INVENTION
5 In the present invention the fabricated wooden beam is made of two chord members and two web members, the chord members being made of solid wood or Laminated Veneer Lumber (LVL) and the web members from Oriented Strand Board (OSB), Waferboard or Veneer. The upper and lower chord members and the two planar web members are all 10 interconnected by means of mechanical and adhesive secured joints.
The overall shape of the assembly is similar to standard wood boards on the market allowing for easy assembly with existing apparels and equipments on the market. Chord members are finger jointed to permit production of indefinite lengths. Chord member are also provided with 15 two longitudinally extending grooves, one on each side near the edge of the chord. Both web members have their edges shaped as to substantially fit in the chord members' grooves. The final assembly has a generally rectangular outside section matching the dimensions of standard lumber or any other dimensions.
20 The present invention will be better understood and additional advantages will become apparent from the following detailed description.
DESCRIPTION OF THE INVENTION
The invention is explained in the following text in reference to a 25 preferred embodiment which is shown here, in the accompanying drawings .
DRAWINGS:
FIG. lA Shows a preferred embodiment in cross section before j ointing.
30 FIG.lB Shows the embodiment of FIG.lA after jointing.
Iblu8344.doc 4 ~9 oct. 95 _ F 2 ~ 33 7~ ~

FIG.2A Shows the area of arrow 2 of FIG.lB.
FIG 2B Shows an alternative to FIG.2A.
FIG 2C Shows an alternative to FIG.2B.
FIG.2D Shows an alternative to FIG.2C.
5 FIG 2E Shows an alternative to FIG 2D.
DETAILED DESCRIPTION
Referring to the preferred embodiment drawings there is shown in FIG l A or l B a wooden beam 20, fabricated from a pair of chord members namely an upper chord 22 and a lower chord 24 and a pair of l0 web members 26; the chord members 22 and 24 may be made of solid wood or Laminated Veneer Lumber (LVL) and web members 26 made of Oriented Strand Board (OSB), Waferboard or Veneer. The upper chord member 22 has a longitudinal groove 54 in each corner of an interior face 32, and a chord member centre tenon 51. A web member 26 has a l5 longitudinal recess 50 in both its edges leaving a tongue 46 and a mating end 48, to match the chord member groove 54 and the chord member centre tenon 51.
As shown in FIG.lA or lB each chord member contains two longitudinal groove sites 70 having one entrance portion to chord member groove 54 20 and one shoulder portion 68. The web members 26 have a tongue 46 thickness equal to the chord member grooves 54 width, and a web shoulder 50 width slightly smaller than the chord member shoulder portion 68 width to allow for some expansion of the web material towards the outside of the wooden beam. Strict tolerances on web 25 tongue 46 thickness and chord member groove 54 width act as a self-locking type joint when the web tongue 46 is forced into the chord member groove 54. To complete the joint between the web members 26 and the chord members 22 and 24 all the surface in contact between these members are coated with a suitable adhesive 64 before being Iblu8344.doc 5 1 9 oct. 95 -~ 2 ~ 33 77 6 forced into each other and held until the adhesive 64 has sufficiently cured in place.
As shown in FIG.2 many types of web tongues 46 or chord member groove 54 fit shapes could be utilised to achieve web member 26 to S chord member 22 and 24 jointing, as long as the type of joint would give good transfer of force for bending stiffness and moment capacity and help maintain the web members 26 into the chord members 22 and 24 during an adhesive curing period when required in the process. It is important to note that the thickness of the web member tongue 46 is 10 variable from 3/16" to 7/16" for construction applications, that is many times the thickness of the flakes making the OSB, thus allowing for sufficient strength in the joint when OSB is utilised.
Chord members 22 and 24 are finger jointed when their length is insufficient to cover the whole beam length. The wood and the adhesive 15 64, are heated to recommended temperature, then two finger joints are forced into each other and kept under pressure until the adhesive 64 has properly cured. The web members 26 are jointed with a different process such as with a tongue end for meeting a groove end but their faces and the adhesive 64 are not heated.
20 In general practice the assembly chord members are made of solid wood lumber of a standard dimension and the assembly is put together to fit the industry standard dimension or any other dimension as represented by dimension line 65. The control of the industry standard dimension line 65 is achieved by the control of web member shoulder 50 25 dimension and by the assembly of the web 26 to the chords 22 and 24.
Thus the present structural fabricated beam may substitute for a solid wood dimension lumber without making any changes or adjustments in the dimensions called for on the construction plans, in thickness, width and length. The web members 26 are generally made of Oriented Strand 30 Board (OSB), Waferboard or Veneer. The chord members 22 and 24 are Iblu8344.doc 6 1 9 oct . 9 5 ~ 2 1 3 3 ~ 7 ~
-generally made of solid wood or Laminated Veneer Lumber (LVL).
Chord members comprise an upper chord 22 which when working, operates in compression, and a lower chord 24 which normally operates in tension. It is not essential that the two chord members be identical in 5 height, but they are generally so to permit utilisation in reverse, the upper chord being the lower chord and vice versa.
ADVANTAGE S
The double web members 26 (or multiple webs) design provide for a better shape stability, a better load resistance and a better torsion 10 resistance, than a similar size standard lumber. The double web members 26, or a multiple web design, provide for a better shear resistance, a better bending resistance and a better stiffness resistance than a single web member. The transfer of load forces is more uniform between the two chord members, by having the webs parallel and 15 towards the outside of the fabricated beam. They transfer any reaction force more uniformly into the chord members fibres ensuring a better utilisation of all the fiber of the chord members section area, thus diminishing any loss of compression or tension trough wood elasticity.
Some secondary advantages are similar stocking volume as for standard 20 lumber beam and better fire retardant than one web design.
The present invention is environmentally efficient by using smaller trees and wood industry by-products, technically efficient by providing a consistent high strength beam for load carrying capacity and economically efficient by allowing for mass production thus lowering 25 manufacturing cost.
A test on a 2" x 12" double web beam of this present invention design with solid wood chord members (2" x 4" MSR-Machine Stress Rated) and OSB webs (5/8" thick) has given similar moment capacity and has attained 70% of bending stiffness of a 3" x14" truss joint LVL/Plywood Iblu8344 doc 7 I 9 oct. 95 . 2 1 3 3 7 7 B

I-Joist beam, as per ASTM D 198 Standard flexure test. Actual double webs are 3/8" thick each.
The chords are easy to transport. The webs are transported separately.
The webs may be different and vary from 2" to 24". The webs are 5 assembled only at the point of fabrication before use. There is no need to use press fit, only glue. The webs may be made of various materials.
The central part may be insulated by ThermofoilTM or be lined by fire retardant materials.
CONSTRUCTION OF A TYPICAL BEAM
10 A fabricated wooden beam has a generally rectangular outline section, comprising a pair of chord members and a pair of planar web members interconnecting the chord members by means of fitting adhesive secured mechanical joints between chord members and opposed edges of the parallel web members, the joints comprising two longitudinal grooves 15 in the chord members edges' corners, receiving adhesive and one edge of a web member in each groove, the grooves having cross sections shaped to provide a matching fit of the web members edge, providing upon mating a substantially close fit to maintain a final cured assembly high shape stability and force transfer between the two chord members 20 and helping adhesive properly cure without change in assembly dimension therefor.
The chord members can be made of solid wood 36 or Laminated Veneer 34 Lumber (LVL) and web members from Oriented Strand Board 57 (OSB) or Waferboard 59 or Veneer 58, which may utilize a second 25 stratum 60, a third stratum 62 or more. The shape of the joints between the chord members and the web members is such as is normally acceptable in a manufacturing process according to the adhesive utilised, in a continuous or non-continuous process, while maintaining high consistency. The fabricated wooden beam may be used as joists, 30 rafters, trusses and girders, utilised in diverse design configurations, t~
Iblu8344.doc 8 I 9 oct. 95 ~ ~ 33 77 ~

complete a wide variety of structural applications. The fabricated beam may have more than two web members.
A general description entails a fabricated wooden beam 20 (FIG. l B) with multiple web members comprising:
5 -an upper chord 22 -FIG. lA-, a lower chord 24 and two elongated web members 26, the upper chord 22 being quadrangular and comprising an exterior face 30, an interior face 32 and two parallel sides, - a left web 40 comprising an external face 42 and an internal face 44, a mating end 48 joining the internal face 44 to the external face 42, the 10 mating end 48 comprising a tongue 46, the left web 40 being left handed and working in cooperation with a similar right web 41 being right handed, - the interior face 32 comprising a tenon 51 located centrally with respect to the parallel sides and two opposed sites less prominent than 15 the tenon and each carrying a groove 54, the tenon 51 comprising an extremity 52 and two opposed faces 56, the internal face 44 at the mating end 48 being placed against the opposed face 56 and the tongue 46 being in the groove 54 acting in combination with adhesive means 64 causing the permanent joining of 20 the fabricated wooden beam 20.
Each groove 54 forms a rectangle located at or near one of the opposed faces 56, the rectangle being suitable to receive the tongue 46. In another version, the groove (FIG.2B) forms an acute angle 80. The groove in FIG.2C forms a trapezium 84 with a far contact end 86 and 25 extending to a shoulder contact face 82 adapted to contact a web shoulder 50. The groove in FIG.2D defines a short trapeze 92 having a small end 90 acting as a far contact, the short trapeze 92 being replicated by a mirror image trapeze leaving an angular recess 94 and having a small end 98 near a side of the chord both short trapezes 30 protruding from the right web.
Iblu8344.doc 9 I 9 oct . 9 5 -2~3371 6 The groove in FIG.2E comprises a half circle 88 with two shoulders, a near shoulder 96 located near the tenon and an exterior shoulder 97 on an opposite side of the half circle and coinciding with a side of the chord, the half circle forming a wrapping for a protruding mating end of S the web. The mating end may be provided with a recess adapted to receive a stuffing material to fill the recess and the half circle to cause intimate contact between the web and the chord.The orientation of the grooves in FIG.2E and 2D may be inverted.
The embodiment of the invention herein illustrated presents a preferred 10 form and composition thereof and should not be construed as limiting.
The drawings described herein illustrate a very small sample of some of the possible designs. From the above description it will be apparent that there is thus provided a device of the character described which possesses the particular features and advantages enumerated as 15 desirable, rendering the invention susceptible of modification in its proportions, form, detail construction and arrangement of parts without deviating from the principle involved, or sacrificing any of its advantages, or modes of putting the invention into effect in any assembly, and not limitative. Furthermore any failure to describe such 20 aspect is not intended to create any limitation to the present invention.
Any other aspects, advantages and modifications within the scope of the invention will be apparent to those skilled in the art to which the invention pertains. Thus the scope of the invention should be determined by the appended claims and their legal equivalents, rather 25 than by the examples given.

Iblu8344.doc 1 0 1 9 oct. 95 ~-- , ;- 2 1 3 3 7 7 6 PARTS LIST
wooden beam 58 veneer 22 upper chord 59 Waferboard 24 lower chord 25 60 second stratum 26 web member 62 third stratum exterior face 64 adhesive means 32 interior face 65 dimension line 34 laminated veneer 68 shoulder portion 36 solid wood 30 70 sites left web 80 acute angle 41 right web 82 shoulder contact face 42 external face 84 trapezium 44 internal face 86 far contact end 46 tongue 35 88 half circle 48 mating end 90 small far end web shoulder 92 short trapeze 51 tenon 94 angular recess 52 extremity 96 near shoulder 54 groove 40 97 exterior shoulder 56 opposed faces 98 small end 57 oriented strand board lblu8344.doc 1 9 oct. 95

Claims (4)

1. A fabricated wooden hollow beam of a generally rectangular cross section for use in structural applications, said fabricated wooden hollow beam comprising:
- a pair of chord members each having an interior face (32) comprising two edge corners, a raised central part defining a rectangular tenon (51), two longitudinal grooves (54) adjacent to said rectangular tenon (51) and two intermediate sites (70) located between said longitudinal grooves (54) and said edge corners, said rectangular tenon having, two opposed faces (56) having a length and extending into said longitudinal grooves (54), forming an integral part thereof, each longitudinal groove having a depth and a width, said length of said opposed faces being equivalent to twice the depth of said longitudinal grooves, - a pair of planar web members having an external face (42), an internal face (44) and opposed edges for interconnecting said chord members, each one of said opposed edges comprising a tongue (46) terminated by a mating end (48) and located near an end of said internal face (44), said opposed edges also comprising a web shoulder (50) located between said tongue (46) and a corresponding end of said external face (42), - said longitudinal grooves receiving said web members opposed edges, and held together by a thin film or adhesive (64) wherein the abutting of said internal face (44) against said opposed faces (56) of said tenon (51), the insertion of said mating end (48) into said groove (54) and the abutting of said web shoulder (50) against said site (70) coupled with the presence of a thin film of said adhesive (64) on said matching fit, cause the firm jointing of said fabricated wooden hollow beam.
2 A fabricated wooden hollow beam (20) comprising:
- an upper chord (22), a lower chord (24) and two elongated web members (26), said upper chord (22) being quadrangular and comprising an exterior face (30), an interior face (32) and two parallel sides (23), - a left web member (40) comprising an external face (42) and an internal face (44), a web shoulder (50), a mating end (48) joining said internal face (44) to said external face (42), said mating end (48) comprising a tongue (46), said left web member (40) being on the left side and used together with a right web member (41), identical to said left web member, and being on the right side, - said interior face(32) comprising a prominent tenon (51) located centrally with respect to said parallel sides (23) and two left and right sites (70) less prominent than said tenon (51) and located away from said tenon and near said parallel sides (23), said interior face (32) carrying a pair of grooves (54) localized between said tenon (51) and said sites (70), said tenon (51) comprising an extremity (52) and two opposed faces (56), - each of said grooves (54) forming a rectangular shape located at or near one of said opposed faces (56), said rectangular shape being suitable to receive said tongue (46), one first long side of said rectangular shape coinciding with said opposed face (56) and a second long side being reduced to a depth corresponding with a site (70) of said interior face (32) and wherein said first long sideis twice the height of said second long side, - said internal face (44) at said mating end (48) being placed against said opposed face (56) and said tongue (46) being in said groove (54) acting in combination with adhesive means (64) thereby causing the permanent jointing of said fabricated wooden hollow beam (20),
3. The hollow beam of claim 2 wherein said second long side is at an angle so that said rectangular shape has a trapzium shape (84) comprising a far contact end (86) and a shoulder contact face (82) adapted to contact said web shoulder (50) at said sites (70).
4. A fabricated wooden hollow beam (20) comprising:
- an upper chord (22), a lower chord (24) and two elongated web members (26), said upper chord (22) being quadrangular and comprising an exterior face (30), an interior face (32) and two parallel sides (23), - a left web member (40) comprising an external face (42) and an internal face (44), a mating end (48) joining said internal face (44) to said external face (42), said mating end (48) comprising a tongue (46) located next to said internal face (44) and a web shoulder (50) located next to said external face (42), said left web member (40) being on the left side and used together with a right web member (41), similar to said left web member (40) and being on the right side, - said interior face (32) comprising a prominent tenon (51) located centrally with respect to said parallel sides (23) and two left and right sites (70) less prominent than said tenon (51) and located away from said tenon and near said parallel sides (23), said interior face (32) carrying a groove (54), said tenon (51) comprising an extremity (52) and two opposed faces (56) each opposed face having a length, - said internal face (44) at said mating end (48) being placed against said opposed face (56) and said tongue (46) being in said groove (54) acting in combination with adhesive means (64) causing the permanent joining of said fabricated wooden hollow beam (20), - said groove being of a semicircular shape (88) with two shoulders, a near shoulder (96) located near said tenon and an exterior shoulder (97) on an opposite side of said semicircular groove and coinciding with a parallel side (23) of said chord (22,24), said semicircular groove (88) wrapping a protruding mating end (48) of said web member, a diameter of said semicircular groove being half of said length of said opposed face (56).
CA 2133776 1994-10-06 1994-10-06 Fabricated wooden beam with multiple web members Expired - Fee Related CA2133776C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CA 2133776 CA2133776C (en) 1994-10-06 1994-10-06 Fabricated wooden beam with multiple web members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CA 2133776 CA2133776C (en) 1994-10-06 1994-10-06 Fabricated wooden beam with multiple web members

Publications (2)

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CA2133776A1 CA2133776A1 (en) 1996-04-07
CA2133776C true CA2133776C (en) 1997-12-30

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Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5761872A (en) * 1993-04-21 1998-06-09 Sanford; Emmett Barry Variable length truss and method for producing the same
CA2353202C (en) 2001-07-17 2009-01-06 Guildo Deschenes I-shaped wooden beam
EP3252247B1 (en) * 2016-06-01 2020-02-12 Fentech AG Wooden construction element and tongue and groove connection

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