TRUSS WITH TRIMMABLE ENDS AND METAL WEB CONNECTORS

Abstract: A load bearing truss (10) includes generally parallel first and second chords (12, 14) and a plurality of V-shaped metal webs (16) interconnecting the first and second chords (12, 14). Respective portions (12a, 14a and 12b, 14b) of the first and second chords (12, 14) extend beyond webs (16) at both ends of the truss (10). A first end connector (36) interconnects the extension portions (12a, 14a) at one end of the truss (10) to define a first end section (10a) of the truss (10) and a second end connector (38) interconnects the extension portions (12b, 14b) at an opposite end of the truss (10) to define a second end section (10b) of the truss (10). For added reinforcement, the first end connector (36) extends at least as far inwardly as the respective apex portions (18a) of the outermost webs (16a) which are proximate to the first end section (10a) and the second end connector (38) extends at least as far inwardly as the respective apex portions (18b) of the outermost webs (16b) which are proximate to the second end section (10b). The truss (10) is lengthwise adjustable by trimming a selected one or both of the first and second end sections (10a, 10b).

Description: Description Truss With Trimmable Ends and Metal Web Connectors Technical Field This invention relates generally to trusses used in building construction and in particular to a truss having trimmable ends and metal web connectors. Background Art One type of conventional truss which is used for supporting building floor structures, roof decks and the like is formed with a pair of parallel wooden chords, such as 2 X 4 or 2 X 3 wood members, arranged one above the other and interconnected by diagonally arranged webs or struts made of wood or sheet metal. The webs are fastened at their opposite ends to the respective chords by means of nailing or by overlapping them with so-called connector plates, which are flat plates with struck-out teeth extending through holes in the web ends for being embedded within the wooden chords. Such types of trusses are normally manufactured in a factory and transported to a construction site for installation as part of a building. It is known in the art of truss design and construction to use V-shaped metal webs of the type shown and described in U.S. Patent 4,078,352 and U.S. Patent Re. 31,807. In this type of web, the connector plates are integrally formed with the web legs, which increases the strength of the truss and reduces handling and assembly of separate components. It is also known in the art of truss design and construction to provide a truss with trimmable ends, whereby the length of the truss is adjustable at the job site. A truss with trimmable ends is described and shown in U.S. Patent 5,592,800. Typically, at least four wooden support posts are used to support the truss, one near each end and two near the center of the truss. Four metal connector plates are usually required to connect each post to the chords. Further, grooves must be cut in the two end support posts to accommodate respective flat wooden sheets, which define the respective trimmable ends of the truss. The four support posts and sixteen metal connector plates associated therewith, and their assembly, substantially increase the cost of fabricating the truss, both in terms of material and labor. There is, therefore, a need for an improved adjustable length truss and in particular, there is a need for an adjustable length truss which can be fabricated at a lower cost than prior art adjustable length trusses. Disclosure of Invention In accordance with the present invention, a truss adapted to support a load is comprised of generally parallel first and second wooden chords and a plurality of V-shaped metal webs interconnecting the first and second chords. Each web has an apex portion and two elongated, diverging legs with enlarged end portions. Each web further includes a plurality of teeth projecting from the apex portion and from the enlarged end portions, whereby the corresponding web is connected to the first and second chords. The interconnection of the webs with the first and second chords defines a primary section of the truss. In accordance with one aspect of the invention, the first and second chords have respective first and second extension portions extending in the same direction beyond the webs. The truss further includes a wooden end connector extending between and interconnecting the first and second chords along substantially the entire lengths of the first and second extension portions, to define an end section of the truss proximate to the primary section. The end connector extends inwardly along both the first and second chords at least as far as the apex portion of an outermost web which is proximate to the end section, such that a portion of the end connector overlaps the primary section. The end section is trimmable for lengthwise adjustment of the truss. In accordance with a preferred embodiment of the invention, the first and second chords also have respective third and fourth extension portions extending beyond the webs in an opposite direction from the first and second extension portions. A first end connector extends between and interconnects the first and second chords along substantially the entire lengths of the first and second extension portions, to define a first end section of the truss. The second end connector extends between and interconnects the first .and second chords along substantially the entire lengths of the third and fourth extension portions, to define a second end section of the truss, opposite from the first end section. The primary section is intermediate the first and second end sections. The first end connector extends inwardly to, but not beyond, the apex portion of the outermost web which is proximate to the first end section, such that a portion of the first end connector overlaps the primary section. The second end connector extends inwardly to, but not beyond, the apex portion of the outermost web which is proximate to the second end section, such that a portion of the second end connector also overlaps the primary section. Each of the first and second end sections is trimmable for lengthwise adjustment of the truss. In accordance with the present invention, a load bearing truss having V- shaped metal webs for strength and ease of assembly also includes trimmable end sections, whereby the length of the truss may be adjusted as desired at the construction site. Because the truss is lengthwise-adjustable on site, standard truss lengths (e.g., 10, 12, 14 or 16 feet) may be pre-fabricated and stored for sale at a lumber yard at a later time. Numerous advantages are achieved by allowing lumber yards to pre-fabricate trusses in standard lengths during slow business periods and in larger production runs than would be allowed if each truss were custom fabricated. Faster delivery times are also achieved because an inventory of standard length trusses can be stocked for potential customers. Further, in accordance with the present invention, an adjustable-length truss is provided which does not require wooden support posts to be spaced along the truss for support, thereby substantially reducing the cost of fabricating the truss, in terms of both materials and labor. Brief Description of Drawings FIG. 1 is an elevation view of a truss with trimmable end sections, according to the present invention; FIG. 2 is a partial perspective view of the truss of FIG. 1, showing the right end section of the truss in greater detail; FIG. 3 is an elevation view of a portion of the truss of FIG. 1, showing the left end section of the truss in greater detail; FIG. 4 is a sectional view, taken along the line 4-4 of FIG. 3; FIG. 5 is an elevation view of the truss, showing the truss turned upside down from the elevation view of FIG. 1; FIG. 6 is an elevation view of a trimmable end section of an alternate embodiment of a truss, according to the present invention; and FIG. 7 is a sectional view, taken along the line 7-7 of FIG. 6. Best Mode for Carrying Out the Invention In the description which follows, like parts are marked throughout the specification and drawings with the same respective reference numbers. The drawings are not necessarily to scale and in some instances proportions may have been exaggerated in order to more clearly depict certain features of the invention. Referring to FIGS. 1-5, a truss 10 of the type used to support a floor in a building is comprised of first and second chords 12, 14, respectively, and a plurality of metal webs 16 interconnecting chords 12, 14. Chords 12, 14 are preferably wooden 2 X 4's or 2 X 3's with their respective major surfaces facing upwardly and downwardly, as can be best seen in FIG. 2. Webs 16 are preferably V-shaped metal webs of the type shown and described in U.S. Patent 4,078,352 and U.S. Re. 31,807, the respective specifications of which are incorporated by reference herein. Specifically, each web 16 has a relatively flat apex portion 18 with a plurality of teeth (not shown) projecting therefrom, which are embedded into second chord 14, and leg portions 20, 22 emanating from apex portion 18 in diverging relationship to define an open web configuration. Each leg 20, 22 has an enlarged end portion 24, 26, which extends transversely with respect to a longitudinal axis of the corresponding leg portion 20, 22. Each end portion 24, 26 is relatively flat with a plurality of teeth (not shown) projecting therefrom, which are embedded into first chord 12. Each leg 20, 22 further includes a groove 28, 30 for structural rigidity. The edges of each leg 20, 22 are bent to form continuous inner and outer flanges. In accordance with the present invention, first and second chords 12, 14 have respective first and second extension portions 12a, 14a, which extend beyond outermost webs 16a at the left end of truss 10 and respective third and fourth extension portions 12b, 14b, which extend beyond outermost webs 16b at the right end of truss 10, as can be best seen in FIG. 1. A relatively flat rectangular first wooden sheet 36 is attached to first and second extension portions 12a, 14a and a relatively flat second wooden sheet 38 is attached to third and fourth extension portions 12b, 14b, as will be described in greater detail hereinbelow. Each sheet 36, 38 has opposed rectangular major surfaces and four minor edge surfaces. The edge surfaces of sheet 36 are indicated by reference number 36a and the edge surfaces of sheet 38 are indicated by reference number 38a. Each sheet 36, 38 has a thickness in a range from about 3/8 inch to about 3/4 inch. Sheets 36, 38 function as end connectors. First and second extension portions 12a, 14a have respective first and second grooves extending along respective major surfaces thereof, such that the first and second grooves are in facing relationship. The first and second grooves are adapted to receive the opposed top and bottom edge surfaces 36a of sheet 36, as can be best seen in FIG. 3. Similarly, third and fourth extension portions 12b, 14b have respective third and fourth grooves extending along respective major surfaces thereof, such that the third and fourth grooves are in facing relationship. The third and fourth grooves are adapted to receive the opposed top and bottom edge surfaces 38a of sheet 38, as can be best seen in FIG. 2. The respective first and third grooves are in the downwardly facing major surface of first chord 12 and the respective second and fourth grooves are the upwardly facing major surface of second chord 14. In FIGS. 1-4, first chord 12 is the top chord of truss 10 and second chord 14 is the bottom chord of truss 10. An adhesive material, such as glue, is preferably applied inside each of the four grooves and to the corresponding top and bottom edge surfaces 36a, 38a to affix sheet 36 to extension portions 12a, 14a and sheet 38 to extension portions 12b, 14b. Sheet 36 and extension portions 12a, 14a define a left end section 10a of truss 10, and sheet 38 and extension portions 12b, 14b define a right end section 10b of truss 10. The portion of truss 10 between webs 16a and webs 16b defines a primary section 10c thereof, which is intermediate end section 10a and end section 10b. Each end section 10a, 10b has an I-beam configuration, as can be best seen in FIG. 4. In accordance with a feature of the invention, sheet 36 extends from the distal ends of extension portions 12a, 14a to approximately apex portions 18a of webs 16a, such that sheet 36 overlaps primary section 10c by a distance approximately equal to one-half of the horizontal span of webs 16a. The first and second grooves also extend from the distal ends of extension portions 12a, 14a to apex portions 18a. Similarly, sheet 38 extends from the distal ends of extension portions 12b, 14 to approximately apex portions 18b of webs 16b, such that sheet 38 overlaps primary section 10c by a distance approximately equal to one-half of the horizontal span of webs 16b. The third and fourth grooves also extend from the distal ends of extension portions 12b, 14b to apex portions 18b. Empirical testing has shown that extending each sheet 36, 38 inwardly at least to approximately the midpoint (i.e., apex portions 18) of the corresponding outermost webs 16 provides added load bearing support for truss 10, such that the vertical support posts typically used in floor trusses are not required. For example, there are usually a support post located at each end of the floor truss and two support posts near the center thereof to define an opening for ducting to be passed through the truss. Eliminating the four support posts not only reduces lumber costs, but also eliminates the need for metal connector plates used to affix the posts to the chords. Since four metal plates are usually required for each post, eliminating four support posts also eliminates the need for sixteen connector plates. The labor costs associated with attaching the support posts and cutting grooves therein to receive the corresponding sheet 36, 38 are also eliminated. Sheets 36, 38 can be extended even farther inwardly than respective apex portions 18a, 18b of outermost webs 16a, 16b. However, empirical testing has shown that any enhancement to the load bearing capability of truss 10 is not warranted in view of the increased lumber costs associated with increasing the lengths of sheets 36, 38. Assembly of truss 10 is as follows. End sections 10a, 10b are formed by attaching sheets 36, 38 to the respective extension portions 12a, 14a, 12b, 14b of first and second chords 12, 14, as described hereinabove. Sheets 36, 38 are attached by a suitable adhesive, such as glue, to first and second chords 12, 14. Normally, the next step in truss assembly is to attach the four vertical support posts, but this step is not necessary for the reasons stated hereinabove. Each end section 10a, 10b can be trimmed at the job site as required. For example, if the overall length of truss 10, including end sections 10a, 10b, is about twenty feet and each end section 10a, 10b is about one foot, truss 10 may be configured for any length between eighteen .and twenty feet by trimming one or both end sections 10a, 10b. One skilled in the art will recognize that truss 10 may be configured for any desired length. Referring to FIG. 5, truss 10 may be flipped upside down so that chord 12 is now the bottom chord and chord 14 is now the top chord of truss 10. In this configuration, webs 16 are also turned upside down, such that the outermost web legs (leg 20a of each end web 16a and leg 22b of each end web 16b) are under compression when truss 10 is loaded. By way of contrast, when truss 10 is in the configuration shown in FIG. 1, the outermost legs are under tension when truss 10 is loaded. Since the performance of legs 20, 22 is significantly better when legs 20, 22 are under tension than when legs 20, 22 are under compression, the reinforcement provided by sheets 36, 38 is an important factor. Extending sheets 36, 38 at least as far inwardly as the respective apex portions 18a, 18b of outermost webs 16a, 16b reinforces outermost legs 20a, 22b. Therefore, even when outermost legs 20a, 22b are under compression, as in FIG. 5, the reinforcement pr vided by sheets 36, 38 eliminates the need for end vertical support posts. The outermost unreinforced legs 20, 22 which are under compression (legs 20c on the left side and legs 22d on the right side) are closer to the center of truss 10 where the support is greater. Further, if truss 10 is flipped upside down, as shown in FIG. 5, it is advisable to reinforce the center thereof with two wooden support posts 40, each of which is connected to first and second chords 12, 14 by four metal connector plates 42. Alternatively, each post 40 may be glued into respective grooves in first and second chords 12, 14. Each plate 42 has plural teeth (not shown) projecting therefrom, which are embedded into the corresponding post 40 as well as into one of the first and second chords 12, 14. Each post 40 is oriented vertically and is preferably a wooden 2 X 4 or 2 X 3 extending between the downwardly facing surface of second chord 14 and the upwardly facing major surface of first chord 12. The two top connector plates 42 connecting each post 40 to second chord 14 are embedded into the laterally facing minor surfaces of second chord 14 and into the laterally facing minor surfaces of the corresponding post 40. The two bottom connector plates 42 connecting each post 40 to first chord 12 are embedded into the laterally facing minor surfaces of first chord 12 and into the laterally facing minor surfaces of the corresponding post 40. Each plate 42 is preferably a 1.5 X 3 inch rectangular connector plate. Referring to FIGS. 6 and 7, a left end section of an alternate embodiment of a truss 44, according to the present invention, is depicted. The right end section, although not shown, has the same configuration. Truss 44 is substantially the same as truss 10, described hereinabove, except that two wooden connector blocks 46 having a thickness of about 1.5 inches are used instead of sheets 36, 38. Each connector block 46 is cut from regular dimensional lumber to fit between first and second chords 12, 14. In the alternate embodiment, the extension portions of first and second chords 12, 14 do not have grooves. Rather, plural holes are drilled into first and second chords 12, 14, beginning at each end of truss 44 and continuing at predetermined intervals up to approximately the respective apex portions 18a of the corresponding outermost webs (webs 16a in FIG. 6). Complementary holes are drilled into the top and bottom surfaces of connector block 46. The first hole is drilled through each chord 12, 14 approximately 1.5 inches from its corresponding distal end. The remaining three holes are drilled at approximately five inch intervals. A left end section 44a of truss 44 will now be described in greater detail. Connector block 46 is positioned so that the holes drilled in its top are in alignment with the respective holes in first chord 12 (including first extension portion 12a) and a dowel pin 48 is inserted through each aligned pair of holes. Similarly, the holes drilled in the bottom surface of connector block 46 are aligned with the respective holes drilled in second chord 14 (including second extension portion 14a) and a dowel pin 50 is inserted through each aligned pair of holes. Dowel pins 48, 50 secure connector block 46 to first and second chords 12, 14. Glue or other suitable fastener is preferably applied between the top surface of connector block 46 and first chord 12 and between the bottom surface of connector block 46 and second chord 14 to further secure connector block 46 to first and second chords 12, 14. Although not shown, the right end section of truss 44 is configured the same as left end section 44a. Each connector block 46 extends from a distal end of truss 44 to approximately the respective apex portions 18 of the outermost webs 16 at each end of truss 44. In accordance with the present invention, a truss is provided with trimmable end sections, whereby the length of the truss is adjustable by trimming one or both end sections on the job site. At least some, and in some cases all, of the vertical support posts typically used in floor trusses are eliminated by extending the end connectors at least as far inwardly as the apex portions of the outermost webs at each end of the truss. The added reinforcement provided by extending the end connectors farther inwardly reduces both the material and labor costs associated with fabricating a truss with trimmable ends. Various embodiments of the invention have now been described in detail. Since it is obvious that changes in and additions to the above-described best mode may be made without departing from the nature, spirit or scope of the invention, the invention is not to be limited to said details, but only by the appended claims and their equivalents.

Claims: Claims 1. A truss adapted for load bearing, said truss comprising: first and second generally parallel wooden chords; a plurality of V-shaped metal webs interconnecting said first and second chords, each web having an apex portion and two elongated diverging legs with enlarged end portions, each web further including a plurality of teeth projecting from the apex portion and the enlarged end portion thereof, whereby each web is connected to said first and second chords, the interconnection of said webs with said first and second chords defining a primary section of said truss; said first and second chords having respective first and second extension portions extending in the same direction beyond said webs, said truss further including a wooden end connector extending between and interconnecting said first and second chords along substantially entire lengths of said first and second extension portions, to define an end section of said truss proximate to said primary section, said end connector extending inwardly along both said first and second chords at least as far as the apex portion of an outermost web which is proximate to said end section, such that a portion of said end connector overlaps said primary section, said end section being trimmable for lengthwise adjustment of said truss. 2. The truss of claim 1 wherein said truss is devoid of vertical support members. 3. The truss of claim 1 wherein said end connector is a first end connector and said end section is a first end section, said first and second chords having respective third and fourth extension portions extending beyond said webs in an opposite direction from said first and second extension portions, said truss further including a second end connector extending between and interconnecting said first and second chords along substantially entire lengths of said third and fourth extension portions to define a second end section of said truss, opposite from said first end section, said primary section being intermediate said first and second end sections, said second end connector extending inwardly along both said first and second chords at least as far as the apex portion of an outermost web which is proximate to said second end section, such that a portion of said second end connector overlaps said primary section, each of said first and second end sections being trimmable for lengthwise adjustment of said truss. 4. The truss of claim 3 further including first and second wooden posts coupled between said first and second chords in a central portion of said primary section, said posts dividing said webs into first and second sets with said posts being intermediate said first and second sets. 5. The truss of claim 3 wherein said first end connector extends inwardly to, but not beyond, the apex portion of said outermost web which is proximate to said first end section and said second end connector extends inwardly to, but not beyond, the apex portion of said outermost web which is proximate to said second end section. 6. The truss of claim 3 wherein an outer leg of said outermost web which is proximate to said first end section is reinforced by said first end connector and an outer leg of said outermost web which is proximate to said second end section is reinforced by said second end connector. 7. The truss of claim 1 wherein said end connector extends inwardly to, but not beyond, the apex portion of said outermost web which is proximate to said end section. 8. The truss of claim 1 further including first and second wooden posts coupled between said first and second chords in a central portion of said primary section, said posts dividing said webs into first and second sets with said posts being intermediate said first and second sets. 9. The truss of claim 1 wherein an outer leg of said outermost web which is proximate to said end section is reinforced by said end connector. 10. A truss adapted for load bearing, said truss comprising: first and second generally parallel wooden chords; a plurality of web members extending diagonally between said first and second chords, adjacent ones of said web members defining a V-shape with an apex where said adjacent ones of said web members converge; a plurality of attachment members attaching said web members to said first and second chords, said web members and said first and second chords defining a primary section of said truss; said first and second chords having respective first and second extension portions extending in the same direction beyond said web members, said truss further including a wooden end connector extending between and interconnecting said first and second chords along substantially entire lengths of said first and second extension portions to define an end section of said truss proximate to said primary section, said end connector extending inwardly along both said first and second chords at least as far as an apex defined by an outermost web member which is proximate to said end section and a web member adjacent to said outermost web member, such that a portion of said end connector overlaps said primary section, said end section being trimmable for lengthwise adjustment of said truss. 11. The truss of claim 10 wherein said end connector is a first end connector and said end section is a first end section, said first and second chords having respective third and fourth extension portions extending beyond said web members in an opposite direction from said first and second extension portions, said truss further including a second end connector extending between and interconnecting said first and second chords along substantially entire lengths of said third and fourth extension portions to define a second end section of said truss, opposite from said first end section, said primary section being intermediate said first and second end sections, said second end connector extending inwardly along both said first and second chords at least as far as an apex defined by an outermost web member which is proximate to said second end section and a web adjacent to said outermost web member which is proximate to said second end section, each of said first and second end sections being trimmable for lengthwise adjustment of said truss.

Inventors: GIBBS ROGER J, SCOTT DONALD L, GIBBS, ROGER, J., SCOTT, DONALD, L.
Applicants: SPACE JOIST TE LLC, SPACE JOIST TE, LLC
Application year: 1998
Main classification: E04C3
IPC codes: E04C3