US3925951A - Trussed joist - Google Patents

Trussed joist Download PDF

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Publication number
US3925951A
US3925951A US494414A US49441474A US3925951A US 3925951 A US3925951 A US 3925951A US 494414 A US494414 A US 494414A US 49441474 A US49441474 A US 49441474A US 3925951 A US3925951 A US 3925951A
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web
extending
joist
webs
tension
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US494414A
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Edgar D Jackson
Thomas E Jackson
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Steel Web Corp
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Steel Web Corp
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/292—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being wood and metal
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y10—TECHNICAL SUBJECTS COVERED BY FORMER USPC
    • Y10T—TECHNICAL SUBJECTS COVERED BY FORMER US CLASSIFICATION
    • Y10T403/00—Joints and connections
    • Y10T403/44—Three or more members connected at single locus

Definitions

  • ABSTRACT A trussed joist comprises:
  • This invention relates generally to the construction of trussed joists adapted for use in mobile homes and similar environments. More specifically, the invention concerns simpl'ication of the construction process and the formation of a superior product.
  • the joist involves the use of:
  • the tubular web ends or tabs may be formed or defined by flattened tubing susceptable to close overlapping and extending integrally with the main extents of the webs;
  • the webs typically include tension webs extending diagonally upwardly and longitudinally toward an end of the joist, and compression webs extending diagonally downwardly and longitudinally toward an end of the joist, the tension web ends extending flatly against the inner sides of the ,chord members;
  • the tension web ends typically include first portions overlapped by compression web ends, and second portions extending longitudinally substantially beyond the compression web ends for additional attachment to the chord members.
  • FIGS. la and lb are side elevations of joists incorporating the invention.
  • FIG. 2 is an enlarged perspective showing of a correspondingly designated portion of the FIG. 1 joist
  • FIG. 3 is an enlarged perspective showing of a correspondingly designated portion of the FIG. 1 joist
  • FIG. 4 is an enlarged side elevation of a correspondingly designated portion of FIG. 1;
  • FIG. 5 is an enlarged side elevation of a correspondingly designated portion of FIG. 1;
  • FIGS. 6 and 7 show optional flat end shapes
  • FIG. 8 is side elevation of a modified joist
  • FIG. 9 is a side view of a further modified joist.
  • FIG. 1 shows upper and lower longitudinally elongated chord members 10 and 11 extending in the same generally horizontal direction, and spaced apart vertically.
  • Such members typically consist of wood, and they have inner sides at and 11a and opposite lateral faces 10b and 11b.
  • Metallic tubular webs l2 and 13 extend in zig-zag configuration in the space between the chord members, webs 12 being tension members, and webs 13 being compression members. Note the symmetry of the webs 12 and 13 at opposite sides of, and with respect to, the vertical center line 14 in FIG. 1. Webs 12 extend diagonally upwardly and longitudinally toward an end of the hoist, and webs 13 extend diagonally downwardly and longitudinally toward an end of the joist.
  • each web has flattened ends 12a and 12b
  • webs 13 have flattened ends 130 and 13b.
  • one flattened end of each web i.e. ends 12a and 13a
  • the other flattened end of each web i.e. ends 12b and 13b extends proximate the inner side 11a of the lower chord member.
  • the flattened ends of successive webs extend in overlapping relation.
  • the flattened ends of the compression webs overlap the flattened ends of the tension webs, as shown, the compression web ends 13a typically overlying the tension web ends 12a at the inner sides of the latter (the outer sides of ends 12a extending flatly against the upper chord member inner side 10a); and the compression web ends 13b typically overly the tension web ends 12b at the inner sides of the latter (the outer sides of ends 12b extending flatly against the lower chord member inner side 11a).
  • the tension web ends include first portions and 12b, overlapped by compression web ends 13a and 13b respectively, and second portions l2a and 12b,. extending longitudinally substantially beyond such respectively compression web ends, as is clear from FIG. 4.
  • Fasteners are provided to attach the ends of the webs to the chord members, as shown; certain fasteners in the form of lag screws project through the compression web ends and the tension web end first portions into the chord members, and other fasteners project through the tension web end second portions and into the chord members in offset relation to the certain fasteners.
  • certain fasteners 16 are associated with tension web end first portions 12a and compression web ends 13a proximate chord 10; other fasteners 17 are associated with tension web end second portions 12a proximate chord 10; certain fastener 18 are associated with tension web end first portions 12b, and compression web ends 13b proximate chord 11; and other fasteners 19 associated with tension web end second portions 12b proximate chord 11.
  • the compression tubular webs 13 may typically be of heavier material (i.e. greater wall thickness) than the tension webs; also, the tension webs will have additional body to resist shear.
  • the tension webs form sockets 30 between the flat ends 12b and the convex extents 31 converging toward these flat ends.
  • the outer edges of the flat ends 13b of the compression webs may fit into these sockets to be retained and to transmit some loading to the flat ends 12b. This construction also exists at the flat ends 13a of the compression webs.
  • FIGS. 6 and 7 show optional rounded and squared shapes of the flat ends 13a and 13b, at 140 and 150.
  • the tubular webs for best results may consist of steel and have outer diameter of about 0.925 inch and wall thickness of about 0.046 inch, as used with wooden chord members of 2 inch X 4 inch cross section. Also, the lag screw holes may be pre-drilled in the chord members.
  • the x and y dimensions in FIG. 1b typically may be 16 and 32, respectively.
  • the webs 50 are alike, and include tubular mid sections 51, and flat ends 52 and 53. Ends 52 are relatively larger and extend flatly adjacent the inner sides of the chord members, and ends 53 are relatively shorter and extend flatly adjacent the inner sides of the ends 52 of successive webs.
  • Bolts 54 pass through both ends 52 and 53, and bolts 55 may be used if desired, i.e. passing through the long ends only. Such a construction may be employed at the middle two thirds of a joist which carries less load than the ends of the joist.
  • the chord member 60 contains a drilled opening. passing the shank of a bolt type fastener 61 extending completely through the chord member.
  • the outer side 62 of the chord member is recessed at 63 to receive a flange on the bolt, and such flange may comprise the convex bolt head 61a.
  • the top of the latter is nearly flush with the outer side 62 of the chord member, that outer side therefore being free of outwardly protruding structure.
  • the bolt also passes through the flattened overlapping ends 64a and 65a of the tubular metallic web members 64 and 65, respectively.
  • a nut 66 is tightened on the bolt threaded terminal 61b to compress the flattened ends 64a and 65a toward the inner side 69 of the chord.
  • Similar structural connections are employed along each of the upper and lower chords at the loci of the tubular member flattened and overlapping ends, which contain aligned openings to pass the bolts.
  • a trussed joist comprising a. upper and lower chord members extending in generally the same longitudinal direction and in spaced apart relation,
  • said webs including tension webs extending diagonally upwardly and longitudinally toward an end of the joist, and compression webs extending diagonally downwardly and longitudinally toward an end of the joist, the tension web ends extending flatly against the inner sides of the chord members,
  • said tension web ends including first portions overlapped by compression web ends, and second portions extending longitudinally substantially beyond said compression web ends, and there being certain fasteners projecting through both the compression web ends and the tension web end first portions and into the chord member, and other fasteners projecting only through the tension web end second portions and into the chord members and in offset relation to both the certain fasteners and said compression web ends.
  • each web is substantially longer than the other end of said web, the longer end of each web extending adjacent a chord member inner side, and the shorter end of each web extending flatly adjacent the longer end of a successive web.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Floor Finish (AREA)
  • Rod-Shaped Construction Members (AREA)

Abstract

A trussed joist comprises: A. UPPER AND LOWER CHORD MEMBERS EXTENDING IN GENERALLY THE SAME LONGITUDINAL DIRECTION AND IN SPACED APART RELATION, B. METALLIC TUBULAR WEBS EXTENDING IN ZIG-ZAG CONFIGURATION IN THE SPACE BETWEEN THE CHORD MEMBERS, EACH WEB HAVING OPPOSITE ENDS WHICH ARE FLAT, ONE END OF EACH WEB EXTENDING PROXIMATE THE INNER SIDE OF THE UPPER CHORD MEMBER AND THE OTHER FLAT END OF EACH WEB EXTENDING PROXIMATE THE INNER SIDE OF THE LOWER CHORD MEMBER, THE ENDS OF SUCCESSIVE WEBS EXTENDING IN OVERLAPPING RELATION, AND C. FASTENERS ATTACHING THE ENDS OF THE WEBS TO THE CHORD MEMBERS.

Description

United States Patent Jackson et a1.
1 5] Dec. 16, 1975 2951118 10/1967 Australia 52/693 Primary E.\'uminerAlfred C Perham Attorney, Agent. or Firm-William W. Haefliger [57] ABSTRACT A trussed joist comprises:
21. upper and lower chord members extending in generally the same longitudinal direction and in spaced apart relation,
b. metallic tubular webs extending in zig-zag configuration in the space between the chord members, each web having opposite ends which are flat, one end of each web extending proximate the inner side of the upper chord member and the other flat end of each web extending proximate the inner side of the lower chord member, the ends of successive webs extending in overlapping relation, and
c. fasteners attaching the ends of the webs to the chord members.
8 Claims, 10 Drawing Figures lea LL21)? US. Patent Dec. 16, 1975 Sheet 1 012 3,925,951
U.S. Patent Dec. 16,1975 Shset2of2 3,925,951
TRUSSED JOIST BACKGROUND OF THE INVENTION This invention relates generally to the construction of trussed joists adapted for use in mobile homes and similar environments. More specifically, the invention concerns simpl'ication of the construction process and the formation of a superior product.
Prior to this invention, the process of trussed joist construction required preliminary cutting of wooden reinforcement webs to size to be placed between and connected to wooden chord members. No way was known to employ lightweight tubular members as reinforcement between chord members, in the advantageous manner contemplated by the invention, and to achieve unusually beneficial results that include: high strength, simple construction; and the provision of web flat ends or tabs which may be overlapped and rapidly connected to chord members at their inner sides.
SUMMARY OF THE INVENTION It is a major object of the invention to provide structure and method meeting the above needs and greatly simplifying and speeding the construction of trussed joists. Basically, the joist involves the use of:
a. upper and lower chord members extending in generally the same longitudinal direction and in spaced apart relation,
b. metallic tubular webs extending in zig-zag configuration in the space between the chord members, each web having opposite ends which are flat, one end of each web extending proximate the inner side of the upper chord member and the other flat end of each web extending proximate the inner side of the lower chord member, the ends of successive webs extending in overlapping relation, and
c. fasteners attaching the ends of the webs to the chord members.
As will be seen, the tubular web ends or tabs may be formed or defined by flattened tubing susceptable to close overlapping and extending integrally with the main extents of the webs; the webs typically include tension webs extending diagonally upwardly and longitudinally toward an end of the joist, and compression webs extending diagonally downwardly and longitudinally toward an end of the joist, the tension web ends extending flatly against the inner sides of the ,chord members; the tension web ends typically include first portions overlapped by compression web ends, and second portions extending longitudinally substantially beyond the compression web ends for additional attachment to the chord members.
These and other object and advantages of the invention, as well as the details of an illustrative embodiment, will be more fully understood from the following description and drawings, in which:
DRAWING DESCRIPTION FIGS. la and lb are side elevations of joists incorporating the invention;
FIG. 2 is an enlarged perspective showing of a correspondingly designated portion of the FIG. 1 joist;
FIG. 3 is an enlarged perspective showing of a correspondingly designated portion of the FIG. 1 joist;
FIG. 4 is an enlarged side elevation of a correspondingly designated portion of FIG. 1;
2 FIG. 5 is an enlarged side elevation of a correspondingly designated portion of FIG. 1;
FIGS. 6 and 7 show optional flat end shapes; FIG. 8 is side elevation of a modified joist; and FIG. 9 is a side view of a further modified joist.
DETAILED DESCRIPTION FIG. 1 shows upper and lower longitudinally elongated chord members 10 and 11 extending in the same generally horizontal direction, and spaced apart vertically. Such members typically consist of wood, and they have inner sides at and 11a and opposite lateral faces 10b and 11b.
Metallic tubular webs l2 and 13 extend in zig-zag configuration in the space between the chord members, webs 12 being tension members, and webs 13 being compression members. Note the symmetry of the webs 12 and 13 at opposite sides of, and with respect to, the vertical center line 14 in FIG. 1. Webs 12 extend diagonally upwardly and longitudinally toward an end of the hoist, and webs 13 extend diagonally downwardly and longitudinally toward an end of the joist.
The opposite tab ends of each web are flattened, as by flattening the tubular material at such ends. Thus webs 12 have flattened ends 12a and 12b, and webs 13 have flattened ends 130 and 13b. Further, one flattened end of each web (i.e. ends 12a and 13a) extends proximate the inner side 10a of the upper chord member, and the other flattened end of each web ( i.e. ends 12b and 13b extends proximate the inner side 11a of the lower chord member. In addition, the flattened ends of successive webs extend in overlapping relation. For example, the flattened ends of the compression webs overlap the flattened ends of the tension webs, as shown, the compression web ends 13a typically overlying the tension web ends 12a at the inner sides of the latter (the outer sides of ends 12a extending flatly against the upper chord member inner side 10a); and the compression web ends 13b typically overly the tension web ends 12b at the inner sides of the latter (the outer sides of ends 12b extending flatly against the lower chord member inner side 11a).
In addition, the tension web ends include first portions and 12b, overlapped by compression web ends 13a and 13b respectively, and second portions l2a and 12b,. extending longitudinally substantially beyond such respectively compression web ends, as is clear from FIG. 4. Fasteners are provided to attach the ends of the webs to the chord members, as shown; certain fasteners in the form of lag screws project through the compression web ends and the tension web end first portions into the chord members, and other fasteners project through the tension web end second portions and into the chord members in offset relation to the certain fasteners. For example, certain fasteners 16 are associated with tension web end first portions 12a and compression web ends 13a proximate chord 10; other fasteners 17 are associated with tension web end second portions 12a proximate chord 10; certain fastener 18 are associated with tension web end first portions 12b, and compression web ends 13b proximate chord 11; and other fasteners 19 associated with tension web end second portions 12b proximate chord 11. Asa result, an extremely simple and strong joist is provided.
Near the center line 14, the flat ends 120b of two successive tubular tension webs 120 overlap to receive a lag screw fastener 121 connected to lower chord 11,
and the opposite flat ends 120a of webs 120 overlap with the flat ends 13a of the next in succession compression webs 13, as shown, to receive lag screws 122 connected with upper chord member 10. Flat ends 120a and 12% need not be elongated in the manner of ends 12a and 12b.
For increased strength, the compression tubular webs 13 may typically be of heavier material (i.e. greater wall thickness) than the tension webs; also, the tension webs will have additional body to resist shear.
It should be noted, as in FIG. 4, that the tension webs form sockets 30 between the flat ends 12b and the convex extents 31 converging toward these flat ends. The outer edges of the flat ends 13b of the compression webs may fit into these sockets to be retained and to transmit some loading to the flat ends 12b. This construction also exists at the flat ends 13a of the compression webs.
FIGS. 6 and 7 show optional rounded and squared shapes of the flat ends 13a and 13b, at 140 and 150.
The tubular webs for best results may consist of steel and have outer diameter of about 0.925 inch and wall thickness of about 0.046 inch, as used with wooden chord members of 2 inch X 4 inch cross section. Also, the lag screw holes may be pre-drilled in the chord members. The x and y dimensions in FIG. 1b typically may be 16 and 32, respectively.
Finally, in FIG. 8, the webs 50 are alike, and include tubular mid sections 51, and flat ends 52 and 53. Ends 52 are relatively larger and extend flatly adjacent the inner sides of the chord members, and ends 53 are relatively shorter and extend flatly adjacent the inner sides of the ends 52 of successive webs. Bolts 54 pass through both ends 52 and 53, and bolts 55 may be used if desired, i.e. passing through the long ends only. Such a construction may be employed at the middle two thirds of a joist which carries less load than the ends of the joist.
In the FIG. 9 truss, the chord member 60 contains a drilled opening. passing the shank of a bolt type fastener 61 extending completely through the chord member. The outer side 62 of the chord member is recessed at 63 to receive a flange on the bolt, and such flange may comprise the convex bolt head 61a. The top of the latter is nearly flush with the outer side 62 of the chord member, that outer side therefore being free of outwardly protruding structure. The bolt also passes through the flattened overlapping ends 64a and 65a of the tubular metallic web members 64 and 65, respectively. A nut 66 is tightened on the bolt threaded terminal 61b to compress the flattened ends 64a and 65a toward the inner side 69 of the chord. Similar structural connections are employed along each of the upper and lower chords at the loci of the tubular member flattened and overlapping ends, which contain aligned openings to pass the bolts.
We claim:
1. In a trussed joist, the combination comprising a. upper and lower chord members extending in generally the same longitudinal direction and in spaced apart relation,
b. metallic tubular webs extending in zigzag configuration in the space between the chord members, each web having opposite ends which are flat, one end of each web extending proximate the inner side of the upper chord member and the other flat end of each web extending proximate the inner side of the lower chord member, the ends of successive webs extending in overlapping relation,
0. said webs including tension webs extending diagonally upwardly and longitudinally toward an end of the joist, and compression webs extending diagonally downwardly and longitudinally toward an end of the joist, the tension web ends extending flatly against the inner sides of the chord members,
d. said tension web ends including first portions overlapped by compression web ends, and second portions extending longitudinally substantially beyond said compression web ends, and there being certain fasteners projecting through both the compression web ends and the tension web end first portions and into the chord member, and other fasteners projecting only through the tension web end second portions and into the chord members and in offset relation to both the certain fasteners and said compression web ends.
2. The joist of claim 1 wherein said tubular web ends are defined by flattened tubing.
3. The joist of claim 1 wherein said fasteners comprise lag screws.
4. The joist of claim 1 wherein the tension webs form sockets receiving edges of the compression web flat ends.
5. The joist of claim 1 wherein said tension web ends are of substantially equal length.
6. The joist of claim 1 wherein one end of each web is substantially longer than the other end of said web, the longer end of each web extending adjacent a chord member inner side, and the shorter end of each web extending flatly adjacent the longer end of a successive web.
7. The joist of claim 1 wherein said fasteners comprise bolts extending through the chord members which have outer sides with recesses sunk therein to receive flanges on the bolts.
8. The joist of claim 7 wherein said flanges comprising bolt heads, there being nuts on bolt threaded terminals proximate said overlapping web ends.

Claims (8)

1. In a trussed joist, the combination comprising a. upper and lower chord members extending in generally the same longitudinal direction and in spaced apart relation, b. metallic tubular webs extending in zig-zag configuration in the space between the chord members, each web having opposite ends which are flat, one end of each web extending proximate the inner side of the upper chord member and the other flat end of each web extending proximate the inner side of the lower chord member, the ends of successive webs extending in overlapping relation, c. said webs including tension webs extending diagonally upwardly and longitudinally toward an end of the joist, and compression webs extending diagonally downwardly and longitudinally toward an end of the joist, the tension web ends extending flatly against the inner sides of the chord members, d. said tension web ends including first portions overlapped by compression web ends, and second portions extending longitudinally substantially beyond said compression web ends, and there being certain fastEners projecting through both the compression web ends and the tension web end first portions and into the chord member, and other fasteners projecting only through the tension web end second portions and into the chord members and in offset relation to both the certain fasteners and said compression web ends.
2. The joist of claim 1 wherein said tubular web ends are defined by flattened tubing.
3. The joist of claim 1 wherein said fasteners comprise lag screws.
4. The joist of claim 1 wherein the tension webs form sockets receiving edges of the compression web flat ends.
5. The joist of claim 1 wherein said tension web ends are of substantially equal length.
6. The joist of claim 1 wherein one end of each web is substantially longer than the other end of said web, the longer end of each web extending adjacent a chord member inner side, and the shorter end of each web extending flatly adjacent the longer end of a successive web.
7. The joist of claim 1 wherein said fasteners comprise bolts extending through the chord members which have outer sides with recesses sunk therein to receive flanges on the bolts.
8. The joist of claim 7 wherein said flanges comprising bolt heads, there being nuts on bolt threaded terminals proximate said overlapping web ends.
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Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4062167A (en) * 1977-06-02 1977-12-13 Simpson Manufacturing Co., Inc. Tubular strut with asymetrical end design and drawn hole
US4333293A (en) * 1980-05-19 1982-06-08 Steel Web Corporation Joist having differing metal web reinforcement
AU603239B2 (en) * 1987-06-19 1990-11-08 Supertruss Pty. Ltd. Metal frame structure
GB2369836B (en) * 1999-08-25 2003-12-24 Mitek Holdings Inc Structural framework and webs therefor
US6758022B1 (en) 1999-08-25 2004-07-06 Mitek Holdings, Inc. Structural framework and webs therefor
AU2004201382B2 (en) * 1999-08-25 2007-05-17 Mitek Holdings, Inc. Structural framework and webs therefor
AU2008200515B2 (en) * 1999-08-25 2010-10-28 Mitek Holdings, Inc. Structural framework and webs therefor
JP2015166520A (en) * 2014-03-03 2015-09-24 義邦 大倉 fastening structure
US10392803B2 (en) * 2015-07-13 2019-08-27 9306-1695 Québec Inc. Composite I-truss
US10557266B2 (en) 2017-06-02 2020-02-11 Austin Building And Design Inc. Girders, joists and roof system

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US114039A (en) * 1871-04-25 Improvement in truss-bridges
US1839178A (en) * 1929-10-17 1931-12-29 Contractors Ornamental Steel C Metal joist
US3137899A (en) * 1960-10-04 1964-06-23 Arthur L Troutner Composite truss
US3702050A (en) * 1967-06-01 1972-11-07 Pacific Coast Pipe Ltd Wood truss arrangement
US3748809A (en) * 1971-08-09 1973-07-31 Steel Web Corp Trussed joist structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US114039A (en) * 1871-04-25 Improvement in truss-bridges
US1839178A (en) * 1929-10-17 1931-12-29 Contractors Ornamental Steel C Metal joist
US3137899A (en) * 1960-10-04 1964-06-23 Arthur L Troutner Composite truss
US3702050A (en) * 1967-06-01 1972-11-07 Pacific Coast Pipe Ltd Wood truss arrangement
US3748809A (en) * 1971-08-09 1973-07-31 Steel Web Corp Trussed joist structure

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4062167A (en) * 1977-06-02 1977-12-13 Simpson Manufacturing Co., Inc. Tubular strut with asymetrical end design and drawn hole
US4333293A (en) * 1980-05-19 1982-06-08 Steel Web Corporation Joist having differing metal web reinforcement
AU603239B2 (en) * 1987-06-19 1990-11-08 Supertruss Pty. Ltd. Metal frame structure
GB2369836B (en) * 1999-08-25 2003-12-24 Mitek Holdings Inc Structural framework and webs therefor
US6758022B1 (en) 1999-08-25 2004-07-06 Mitek Holdings, Inc. Structural framework and webs therefor
AU2004201382B2 (en) * 1999-08-25 2007-05-17 Mitek Holdings, Inc. Structural framework and webs therefor
AU2008200515B2 (en) * 1999-08-25 2010-10-28 Mitek Holdings, Inc. Structural framework and webs therefor
DE10084916B3 (en) * 1999-08-25 2013-10-10 Mitek Holdings, Inc. Metal filler for a truss, truss and method for building a truss
JP2015166520A (en) * 2014-03-03 2015-09-24 義邦 大倉 fastening structure
US10392803B2 (en) * 2015-07-13 2019-08-27 9306-1695 Québec Inc. Composite I-truss
US10557266B2 (en) 2017-06-02 2020-02-11 Austin Building And Design Inc. Girders, joists and roof system

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